CN203129331U - Pulling-resistant rubber isolation bearing - Google Patents
Pulling-resistant rubber isolation bearing Download PDFInfo
- Publication number
- CN203129331U CN203129331U CN 201320126490 CN201320126490U CN203129331U CN 203129331 U CN203129331 U CN 203129331U CN 201320126490 CN201320126490 CN 201320126490 CN 201320126490 U CN201320126490 U CN 201320126490U CN 203129331 U CN203129331 U CN 203129331U
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- plate
- resistance
- plucking
- pulling
- plucking plate
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- 238000002955 isolation Methods 0.000 title claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 238000007789 sealing Methods 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 238000013016 damping Methods 0.000 claims description 20
- 238000005452 bending Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 238000000605 extraction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 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
- 230000035939 shock Effects 0.000 description 1
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Abstract
The utility model discloses an pulling-resistant rubber isolation bearing which comprises an upper connecting plate, a lower connecting plate, a left upper pulling-resistant plate and a right upper pulling-resistant plate, a left lower pulling-resistant plate, a right lower pulling-resistant plate and a middle skeleton which is arranged between the middle of the upper connecting plate and the middle of the lower connecting plate, wherein a to-be-damped structural member connection hole is formed in the upper connecting plate; the left upper pulling-resistant plate and the right upper pulling-resistant plate are arranged on the left side and the right side of the upper connecting plate respectively, and upper ends of the left upper pulling-resistant plate and the right upper pulling-resistant plate are fixedly connected with the bottom of the upper connecting plate; a basic surface connection hole is formed in the lower connecting plate; the left lower pulling-resistant plate and the right lower pulling-resistant plate are arranged on the left side and the right side of the lower connecting plate respectively, and lower ends of the left lower pulling-resistant plate and the right lower pulling-resistant plate are fixedly connected with the top of the lower connecting plate; the left upper pulling-resistant plate and the right upper pulling-resistant plate are used in a matching manner; the left lower pulling-resistant plate and the right lower pulling-resistant plate are used in a matching manner; and the middle skeleton comprises a rubber block and a steel sheet, an upper sealing plate and a lower sealing plate, wherein through holes are formed in the centers of the steel sheet, the upper sealing plate and the lower sealing plate. According to the pulling-resistant rubber isolation bearing, the structural design is simple, the design is reasonable, the using effect is good, good pulling resistance is provided, the use is safe and reliable, and the manufacturing cost is low.
Description
Technical field
The utility model relates to a kind of shock isolating pedestal, especially relates to a kind of resistance to plucking rubber earthquake isolation support.
Background technology
The rubber earthquake isolation support that uses in the prior art does not have extraction-resistant behavior, when installing and using, usually adopt bolt to be connected with base surface the bottom of rubber earthquake isolation support, the top of rubber earthquake isolation support treats that by bolt and top shock-damping structure spare is connected, the shock-damping structure spare for the treatment of towering under wind and geological process very easily topples, make the rubber earthquake isolation support tensile failure, thereby make top treat normal use of shock-damping structure spare damage influence.
The utility model content
Technical problem to be solved in the utility model is at above-mentioned deficiency of the prior art, a kind of resistance to plucking rubber earthquake isolation support is provided, it is simple in structure, reasonable in design and result of use is good, thereby can effectively solve existing rubber earthquake isolation support and under wind and geological process, treat the problem that shock-damping structure spare very easily topples and causes the rubber earthquake isolation support tensile failure that structural member can't normally be used, simultaneously safe and reliable, low cost of manufacture.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of resistance to plucking rubber earthquake isolation support, it is characterized in that: comprise upper junction plate, lower connecting plate, upper left resistance to plucking plate, upper right resistance to plucking plate, lower-left resistance to plucking plate, bottom right resistance to plucking plate and be arranged in the middle part of upper junction plate middle part and the lower connecting plate between middle skeleton, have on the described upper junction plate and treat shock-damping structure spare connecting hole, the shape of described upper left resistance to plucking plate and upper right resistance to plucking plate is the L font, described upper left resistance to plucking plate is fixedlyed connected with the bottom of upper junction plate with the left and right sides and upper end that upper right resistance to plucking plate is separately positioned on upper junction plate, have the base surface connecting hole on the described lower connecting plate, the shape of described lower-left resistance to plucking plate and bottom right resistance to plucking plate is is inverted the L font, described lower-left resistance to plucking plate is fixedlyed connected with the top of lower connecting plate with the left and right sides and lower end that bottom right resistance to plucking plate is separately positioned on lower connecting plate, described upper left resistance to plucking plate and lower-left resistance to plucking plate are used, described upper right resistance to plucking plate and bottom right resistance to plucking plate are used, skeleton comprises that the center has the block rubber of through hole in described, steel sheet, upper sealing plate and following shrouding, described block rubber is arranged between upper junction plate and the lower connecting plate, described steel-sheet quantity is the inside that polylith and polylith steel sheet evenly are arranged on block rubber, described upper sealing plate is installed in the upper grooves of block rubber, described upper sealing plate is fixedlyed connected with upper junction plate, described lower seal integrated circuit board is contained in the lower recess of block rubber, and described shrouding is down fixedlyed connected with lower connecting plate.
Above-mentioned resistance to plucking rubber earthquake isolation support, it is characterized in that: the kink top of described upper left resistance to plucking plate is provided with left TR thin rubber sheet, the bending part of described lower-left resistance to plucking plate is in the top of the kink of upper left resistance to plucking plate, and described left TR thin rubber sheet is between the kink of the kink of upper left resistance to plucking plate and lower-left resistance to plucking plate; The kink top of described upper right resistance to plucking plate is provided with right TR thin rubber sheet, and the bending part of described bottom right resistance to plucking plate is in the top of the kink of upper right resistance to plucking plate, and described right TR thin rubber sheet is between the kink of the kink of upper right resistance to plucking plate and bottom right resistance to plucking plate.
Above-mentioned resistance to plucking rubber earthquake isolation support is characterized in that: described upper sealing plate is fixedlyed connected with upper junction plate by first bolt, and described shrouding is down fixedlyed connected with lower connecting plate by second bolt.
Above-mentioned resistance to plucking rubber earthquake isolation support, it is characterized in that: described upper junction plate and lower connecting plate are the rectangle steel plate, the described quantity of shock-damping structure spare connecting hole and base surface connecting hole for the treatment of is four, four described shock-damping structure spare connecting holes for the treatment of are symmetricly set on four angles of upper junction plate, and four described base surface connecting holes are symmetricly set on four angles of lower connecting plate.
Above-mentioned resistance to plucking rubber earthquake isolation support, it is characterized in that: described upper left resistance to plucking plate, upper right resistance to plucking plate, lower-left resistance to plucking plate and bottom right resistance to plucking plate are steel plate, the connected mode of described upper left resistance to plucking plate and upper right resistance to plucking plate and upper junction plate is welding, and the connected mode of described lower-left resistance to plucking plate and bottom right resistance to plucking plate and lower connecting plate is welding.
The utility model compared with prior art has the following advantages:
1, the utility model is simple in structure, reasonable in design and result of use is good.
2, the utility model is used by the upper left resistance to plucking plate that is fixedly connected on the upper junction plate left side and the lower-left resistance to plucking plate that is fixedly connected on the lower connecting plate left side, and the bottom right resistance to plucking plate that is fixedly connected on the upper right resistance to plucking plate on upper junction plate right side and is fixedly connected on the lower connecting plate right side be used to bear topple produce to upper pulling force, make rubber earthquake isolation support have good extraction-resistant behavior, prevent that rubber earthquake isolation support in the vertical direction under wind and geological process from moving, and then guarantee to treat that shock-damping structure spare normally uses.
3, the utility model is provided with right TR thin rubber sheet by the kink top that the kink top at upper left resistance to plucking plate is provided with left TR thin rubber sheet and upper right resistance to plucking plate, to prevent that upper left resistance to plucking plate and upper right resistance to plucking plate from bumping firmly and upper left resistance to plucking plate and upper right resistance to plucking plate bump firmly.
Thereby 4, the utility model can effectively solve existing rubber earthquake isolation support and treat the problem that shock-damping structure spare very easily topples and causes the rubber earthquake isolation support tensile failure that structural member can't normally be used under wind and geological process, simultaneously safe and reliable, low cost of manufacture.
Below by drawings and Examples, the utility model is described in further detail.
Description of drawings
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Description of reference numerals:
1-1-upper junction plate; 1-2-lower connecting plate; 2-steel sheet;
3-block rubber; 4-1-upper left resistance to plucking plate; 4-2-upper right resistance to plucking plate;
5-1-lower-left resistance to plucking plate; 5-2-bottom right resistance to plucking plate; 6-1-left TR thin rubber sheet;
6-2-right TR thin rubber sheet; 7-1-upper sealing plate; 7-2-following shrouding;
8-1-first bolt; 8-2-second bolt; 9-treat shock-damping structure spare connecting hole;
10-base surface connecting hole; 11-through hole.
The specific embodiment
As depicted in figs. 1 and 2, the utility model comprises upper junction plate 1-1, lower connecting plate 1-2, upper left resistance to plucking plate 4-1, upper right resistance to plucking plate 4-2, lower-left resistance to plucking plate 5-1, bottom right resistance to plucking plate 5-2 and be arranged in the middle part of upper junction plate 1-1 middle part and the lower connecting plate 1-2 between middle skeleton, have on the described upper junction plate 1-1 and treat shock-damping structure spare connecting hole 9, the shape of described upper left resistance to plucking plate 4-1 and upper right resistance to plucking plate 4-2 is the L font, described upper left resistance to plucking plate 4-1 is fixedlyed connected with the bottom of upper junction plate 1-1 with the left and right sides and upper end that upper right resistance to plucking plate 4-2 is separately positioned on upper junction plate 1-1, have base surface connecting hole 10 on the described lower connecting plate 1-2, the shape of described lower-left resistance to plucking plate 5-1 and bottom right resistance to plucking plate 5-2 is is inverted the L font, described lower-left resistance to plucking plate 5-1 is fixedlyed connected with the top of lower connecting plate 1-2 with the left and right sides and lower end that bottom right resistance to plucking plate 5-2 is separately positioned on lower connecting plate 1-2, described upper left resistance to plucking plate 4-1 and lower-left resistance to plucking plate 5-1 are used, described upper right resistance to plucking plate 4-2 and bottom right resistance to plucking plate 5-2 are used, skeleton comprises that the center has the block rubber 3 of through hole 11 in described, steel sheet 2, upper sealing plate 7-1 and following shrouding 7-2, described block rubber 3 is arranged between upper junction plate 1-1 and the lower connecting plate 1-2, the quantity of described steel sheet 2 is the inside that polylith and polylith steel sheet 2 evenly are arranged on block rubber 3, described upper sealing plate 7-1 is installed in the upper grooves of block rubber 3, described upper sealing plate 7-1 is fixedlyed connected with upper junction plate 1-1, described shrouding 7-2 down is installed in the lower recess of block rubber 3, and described shrouding 7-2 is down fixedlyed connected with lower connecting plate 1-2.
As depicted in figs. 1 and 2, the kink top of described upper left resistance to plucking plate 4-1 is provided with left TR thin rubber sheet 6-1, the bending part of described lower-left resistance to plucking plate 5-1 is in the top of the kink of upper left resistance to plucking plate 4-1, described left TR thin rubber sheet 6-1 is between the kink of the kink of upper left resistance to plucking plate 4-1 and lower-left resistance to plucking plate 5-1, the kink top of described upper right resistance to plucking plate 4-2 is provided with right TR thin rubber sheet 6-2, prevent that upper left resistance to plucking plate 4-1 and upper right resistance to plucking plate 4-2 from bumping firmly, the bending part of described bottom right resistance to plucking plate 5-2 is in the top of the kink of upper right resistance to plucking plate 4-2, described right TR thin rubber sheet 6-2 is between the kink of the kink of upper right resistance to plucking plate 4-2 and bottom right resistance to plucking plate 5-2, the kink top of described upper right resistance to plucking plate 4-2 is provided with right TR thin rubber sheet 6-2, prevents that upper left resistance to plucking plate 4-1 and upper right resistance to plucking plate 4-2 from bumping firmly.
As depicted in figs. 1 and 2, described upper sealing plate 7-1 is fixedlyed connected with upper junction plate 1-1 by the first bolt 8-1, and described shrouding 7-2 is down fixedlyed connected with lower connecting plate 1-2 by the second bolt 8-2.
As depicted in figs. 1 and 2, described upper junction plate 1-1 and lower connecting plate 1-2 are the rectangle steel plate, the described quantity of shock-damping structure spare connecting hole 9 and base surface connecting hole 10 for the treatment of is four, four described shock-damping structure spare connecting holes 9 for the treatment of are symmetricly set on four angles of upper junction plate 1-1, and four described base surface connecting holes 10 are symmetricly set on four angles of lower connecting plate 1-2.
In the present embodiment, described upper left resistance to plucking plate 4-1, upper right resistance to plucking plate 4-2, lower-left resistance to plucking plate 5-1 and bottom right resistance to plucking plate 5-2 are steel plate, the connected mode of described upper left resistance to plucking plate 4-1 and upper right resistance to plucking plate 4-2 and upper junction plate 1-1 is welding, and the connected mode of described lower-left resistance to plucking plate 5-1 and bottom right resistance to plucking plate 5-2 and lower connecting plate 1-2 is welding.
During use, by base surface connecting hole 10 the present invention is connected with base surface, by treat shock-damping structure spare connecting hole 9 with the present invention with treat that shock-damping structure spare is connected and can use.The present invention is used by the upper left resistance to plucking plate 4-1 that is fixedly connected on upper junction plate 1-1 left side and the lower-left resistance to plucking plate 5-1 that is fixedly connected on lower connecting plate 1-2 left side, and the bottom right resistance to plucking plate 5-2 that is fixedly connected on the upper right resistance to plucking plate 4-2 on upper junction plate 1-1 right side and is fixedly connected on lower connecting plate 1-2 right side be used to bear topple produce to upper pulling force, make rubber earthquake isolation support have good extraction-resistant behavior, prevent that rubber earthquake isolation support in the vertical direction under wind and geological process from moving, prevent that shock-damping structure spare is difficult for toppling in towering treating, and then guarantee to treat that shock-damping structure spare normally uses.In addition, the kink top that is provided with left TR thin rubber sheet 6-1 and upper right resistance to plucking plate 4-2 by the kink top at upper left resistance to plucking plate 4-1 is provided with right TR thin rubber sheet 6-2, to prevent that upper left resistance to plucking plate 4-1 and upper right resistance to plucking plate 4-2 from bumping firmly and upper left resistance to plucking plate 4-1 and upper right resistance to plucking plate 4-2 bump firmly.
The above; it only is preferred embodiment of the present utility model; be not that the utility model is imposed any restrictions; every any simple modification, change and equivalent structure of above embodiment being done according to the utility model technical spirit changes, and all still belongs in the protection domain of technical solutions of the utility model.
Claims (5)
1. resistance to plucking rubber earthquake isolation support, it is characterized in that: comprise upper junction plate (1-1), lower connecting plate (1-2), upper left resistance to plucking plate (4-1), upper right resistance to plucking plate (4-2), lower-left resistance to plucking plate (5-1), bottom right resistance to plucking plate (5-2) and be arranged in the middle part of upper junction plate (1-1) middle part and the lower connecting plate (1-2) between middle skeleton, have on the described upper junction plate (1-1) and treat shock-damping structure spare connecting hole (9), the shape of described upper left resistance to plucking plate (4-1) and upper right resistance to plucking plate (4-2) is the L font, described upper left resistance to plucking plate (4-1) is fixedlyed connected with the bottom of upper junction plate (1-1) with the left and right sides and upper end that upper right resistance to plucking plate (4-2) is separately positioned on upper junction plate (1-1), have base surface connecting hole (10) on the described lower connecting plate (1-2), the shape of described lower-left resistance to plucking plate (5-1) and bottom right resistance to plucking plate (5-2) is is inverted the L font, described lower-left resistance to plucking plate (5-1) is fixedlyed connected with the top of lower connecting plate (1-2) with the left and right sides and lower end that bottom right resistance to plucking plate (5-2) is separately positioned on lower connecting plate (1-2), described upper left resistance to plucking plate (4-1) is used with lower-left resistance to plucking plate (5-1), described upper right resistance to plucking plate (4-2) is used with bottom right resistance to plucking plate (5-2), skeleton comprises that the center has the block rubber of through hole (11) (3) in described, steel sheet (2), upper sealing plate (7-1) and following shrouding (7-2), described block rubber (3) is arranged between upper junction plate (1-1) and the lower connecting plate (1-2), the quantity of described steel sheet (2) is the inside that polylith and polylith steel sheet (2) evenly are arranged on block rubber (3), described upper sealing plate (7-1) is installed in the upper grooves of block rubber (3), described upper sealing plate (7-1) is fixedlyed connected with upper junction plate (1-1), described shrouding (7-2) down is installed in the lower recess of block rubber (3), and described shrouding (7-2) is down fixedlyed connected with lower connecting plate (1-2).
2. according to the described resistance to plucking rubber earthquake isolation support of claim 1, it is characterized in that: the kink top of described upper left resistance to plucking plate (4-1) is provided with left TR thin rubber sheet (6-1), the bending part of described lower-left resistance to plucking plate (5-1) is in the top of the kink of upper left resistance to plucking plate (4-1), and described left TR thin rubber sheet (6-1) is positioned between the kink of the kink of upper left resistance to plucking plate (4-1) and lower-left resistance to plucking plate (5-1); The kink top of described upper right resistance to plucking plate (4-2) is provided with right TR thin rubber sheet (6-2), the bending part of described bottom right resistance to plucking plate (5-2) is in the top of the kink of upper right resistance to plucking plate (4-2), and described right TR thin rubber sheet (6-2) is positioned between the kink of the kink of upper right resistance to plucking plate (4-2) and bottom right resistance to plucking plate (5-2).
3. according to claim 1 or 2 described resistance to plucking rubber earthquake isolation supports, it is characterized in that: described upper sealing plate (7-1) is fixedlyed connected with upper junction plate (1-1) by first bolt (8-1), and described shrouding (7-2) is down fixedlyed connected with lower connecting plate (1-2) by second bolt (8-2).
4. according to claim 1 or 2 described resistance to plucking rubber earthquake isolation supports, it is characterized in that: described upper junction plate (1-1) and lower connecting plate (1-2) are the rectangle steel plate, the described quantity of shock-damping structure spare connecting hole (9) and base surface connecting hole (10) for the treatment of is four, four described shock-damping structure spare connecting holes (9) for the treatment of are symmetricly set on four angles of upper junction plate (1-1), and four described base surface connecting holes (10) are symmetricly set on four angles of lower connecting plate (1-2).
5. according to the described resistance to plucking rubber earthquake isolation support of claim 4, it is characterized in that: described upper left resistance to plucking plate (4-1), upper right resistance to plucking plate (4-2), lower-left resistance to plucking plate (5-1) and bottom right resistance to plucking plate (5-2) are steel plate, described upper left resistance to plucking plate (4-1) and upper right resistance to plucking plate (4-2) are welding with the connected mode of upper junction plate (1-1), and described lower-left resistance to plucking plate (5-1) and bottom right resistance to plucking plate (5-2) are welding with the connected mode of lower connecting plate (1-2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320126490 CN203129331U (en) | 2013-03-19 | 2013-03-19 | Pulling-resistant rubber isolation bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320126490 CN203129331U (en) | 2013-03-19 | 2013-03-19 | Pulling-resistant rubber isolation bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203129331U true CN203129331U (en) | 2013-08-14 |
Family
ID=48937324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320126490 Expired - Fee Related CN203129331U (en) | 2013-03-19 | 2013-03-19 | Pulling-resistant rubber isolation bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203129331U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239501A (en) * | 2015-05-14 | 2016-01-13 | 北京工业大学 | Anti-pull high damping rubber vibration isolating support |
| CN110067190A (en) * | 2018-01-24 | 2019-07-30 | 比亚迪股份有限公司 | Mounting assembly and track girder with it |
| CN115126113A (en) * | 2022-08-16 | 2022-09-30 | 深圳大学 | Multidirectional composite shock insulation support |
| CN116005814A (en) * | 2023-01-09 | 2023-04-25 | 江苏华泰路桥建设集团有限公司 | Combined limiting device for rubber vibration isolation support |
-
2013
- 2013-03-19 CN CN 201320126490 patent/CN203129331U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239501A (en) * | 2015-05-14 | 2016-01-13 | 北京工业大学 | Anti-pull high damping rubber vibration isolating support |
| CN110067190A (en) * | 2018-01-24 | 2019-07-30 | 比亚迪股份有限公司 | Mounting assembly and track girder with it |
| CN115126113A (en) * | 2022-08-16 | 2022-09-30 | 深圳大学 | Multidirectional composite shock insulation support |
| CN115126113B (en) * | 2022-08-16 | 2024-03-29 | 深圳大学 | Multidirectional composite shock insulation support |
| CN116005814A (en) * | 2023-01-09 | 2023-04-25 | 江苏华泰路桥建设集团有限公司 | Combined limiting device for rubber vibration isolation support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Anti-pulling rubber shock isolating support saddle for electrical equipment Effective date of registration: 20131209 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. South Second Ring branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2013990000950 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20141126 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. South Second Ring branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2013990000950 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Anti-pulling rubber shock isolating support saddle for electrical equipment Effective date of registration: 20141127 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. South Second Ring branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2014990000999 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20151215 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. South Second Ring branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2014990000999 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Anti-pulling rubber shock isolating support saddle for electrical equipment Effective date of registration: 20151217 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. South Second Ring branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2015990001125 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20161206 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. South Second Ring branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2015990001125 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Anti-pulling rubber shock isolating support saddle for electrical equipment Effective date of registration: 20161206 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. South Second Ring branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2016990001067 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20171206 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. South Second Ring branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2016990001067 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Anti-pulling rubber shock isolating support saddle for electrical equipment Effective date of registration: 20171206 Granted publication date: 20130814 Pledgee: Bank of Xi'an Limited by Share Ltd. Xi'an Qujiang branch Pledgor: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY CO.,LTD. Registration number: 2017990001124 |
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