CN207659849U - Shock isolating pedestal and bridge - Google Patents
Shock isolating pedestal and bridge Download PDFInfo
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- CN207659849U CN207659849U CN201721748748.5U CN201721748748U CN207659849U CN 207659849 U CN207659849 U CN 207659849U CN 201721748748 U CN201721748748 U CN 201721748748U CN 207659849 U CN207659849 U CN 207659849U
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- zipper
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- bolster
- upper sealing
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Abstract
The utility model provides a kind of shock isolating pedestal and bridge, is related to the technical field of building, and shock isolating pedestal provided by the utility model includes：Upper sealing plate, lower sealing plate, vertical Buffer Unit and horizontal Buffer Unit, upper sealing plate are oppositely arranged with lower sealing plate, and vertical Buffer Unit is set between upper sealing plate and lower sealing plate；Horizontal Buffer Unit is set on upper sealing plate on the end face of vertical Buffer Unit.Shock isolating pedestal provided by the utility model alleviates rubber earthquake isolation support in the prior art and is likely to result in the technical issues of bridge beam body falls off.
Description
Technical field
The utility model is related to technical field of buildings, more particularly, to a kind of shock isolating pedestal and bridge.
Background technology
Existing isolation bridge technology is to increase rubber earthquake isolation support between superstructure and pier, installs rubber vibration isolation
Bearing plays the connection with infrastructure, technology in this way, the energy offset of earthquake 80% or so can be fallen.
But its for crossbeam structure meet with rarely occurred earthquake when, original rubber earthquake isolation support since shear displacemant is excessive,
Pier stress is eccentric, though it is effectively protected the structure of top beam body, it is likely that leading to falling off for bridge beam body.
Utility model content
The purpose of this utility model is to provide a kind of shock isolating pedestals, have to alleviate rubber earthquake isolation support in the prior art
The technical issues of bridge beam body may being caused to fall off.
Shock isolating pedestal provided by the utility model includes：Upper sealing plate, lower sealing plate, vertical Buffer Unit and horizontal buffering group
Part, the upper sealing plate are oppositely arranged with the lower sealing plate, and the vertical Buffer Unit is set to the upper sealing plate and the lower sealing plate
Between；
The horizontal Buffer Unit is set on the upper sealing plate on the end face of the vertical Buffer Unit.
Further, the horizontal Buffer Unit includes zipper and bolster, and the bolster is sheathed on the zipper；
The upper sealing plate is equipped with mounting structure, and the zipper and the bolster are installed on by the mounting structure
The upper sealing plate is stretched out at the both ends of the upper sealing plate, the zipper, and one end of the bolster can follow the zipper to move, with
Realize the stretching and compression of the bolster.
Further, the zipper is equipped with position limiting structure, and the position limiting structure prevents the bolster along the zipper
Length direction movement；
The bolster is between the position limiting structure and the side wall of the mounting structure.
Further, the quantity of the zipper is more, and the more zippers are spaced on the end face of the upper sealing plate to be divided
Cloth is arranged with the bolster on the every zipper.
Further, per in two adjacent zippers, being arranged on the every zipper, there are one the bolsters；
Bolster on two zippers is located at the opposite two sides of the upper sealing plate.
Further, the bolster includes buffer spring.
Further, the vertical Buffer Unit includes multilayer rubber layer and multilayer reinforcing plate layer, the rubber layer and institute
It states reinforcing plate layer to be set between the upper sealing plate and the lower sealing plate, and is spaced setting.
Further, the quantity of the rubber layer than the reinforcing plate quantity more than two, rubber described in each adjacent two
One layer of reinforcing plate is equipped between layer.
Further, the upside of the upper sealing plate is equipped with upper junction plate, and the downside of the lower sealing plate is equipped with lower connecting plate；
The upper sealing plate is fixedly connected with the upper junction plate, and the lower sealing plate is fixedly connected with the lower connecting plate.
Shock isolating pedestal provided by the utility model includes：Upper sealing plate, lower sealing plate, vertical Buffer Unit and horizontal buffering group
Part, upper sealing plate are oppositely arranged with lower sealing plate, and vertical Buffer Unit is set between upper sealing plate and lower sealing plate；Horizontal Buffer Unit is set to
Upper sealing plate on the end face of vertical Buffer Unit.When shock isolating pedestal provided by the utility model is applied in bridge structure,
Vertical Buffer Unit bears vertical load, and cushioning effect is played to vertical load；Horizontal Buffer Unit bears the lotus of horizontal direction
It carries, cushioning effect is played to horizontal loading, when shock isolating pedestal shear displacemant itself reaches maximum, the level in shock isolating pedestal is slow
It rushes component and restoring force is provided, effective position-limiting action is played, the case where falling off so as to avoid bridge beam body.
The another object of the utility model is to provide a kind of bridge have to alleviate rubber earthquake isolation support in the prior art
The technical issues of bridge beam body may being caused to fall off.
Bridge provided by the utility model includes the shock isolating pedestal described in above-mentioned technical proposal.
Possessed advantage is identical compared with the existing technology with above-mentioned shock isolating pedestal for the bridge, no longer superfluous herein
It states.
Description of the drawings
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific implementation mode or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, other drawings may also be obtained based on these drawings.
Fig. 1 is the partial sectional view for the shock isolating pedestal that the utility model embodiment provides；
Fig. 2 is the vertical view for the shock isolating pedestal that the utility model embodiment provides.
Icon：100- upper sealing plates；Sealing plate under 200-；The vertical Buffer Units of 300-；310- rubber layers；320- reinforces
Plate；330- lead for retractable pencils；The horizontal Buffer Units of 400-；410- zippers；420- bolsters；430- position limiting structures；Connect on 500-
Fishplate bar；510- barriers；600- lower connecting plates；700- upper cover plates；The upper dowels of 710-；800- lower covers；810- casts anchor
Muscle.
Specific implementation mode
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
The every other embodiment that field those of ordinary skill is obtained without making creative work, belongs to this practicality
Novel protected range.
It is in the description of the present invention, it should be noted that term "center", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
The utility model and simplifying describes for ease of description, do not indicate or imply the indicated device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are used for description purposes only, and are not understood to indicate or imply relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, can also be electrical connection；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, it can understand above-mentioned art with concrete condition
The concrete meaning of language in the present invention.
Embodiment one
Fig. 1 is the partial sectional view for the shock isolating pedestal that the utility model embodiment provides, and Fig. 2 is the utility model embodiment
The vertical view of the shock isolating pedestal of offer, as depicted in figs. 1 and 2, the shock isolating pedestal that the utility model embodiment provides includes：Upper envelope
Plate 100, lower sealing plate 200, vertical Buffer Unit 300 and horizontal Buffer Unit 400, upper sealing plate 100 is opposite with lower sealing plate 200 to be set
It sets, vertical Buffer Unit 300 is set between upper sealing plate 100 and lower sealing plate 200；Horizontal Buffer Unit 400 is set to upper sealing plate 100
On the end face of vertical Buffer Unit 300.
Further, horizontal Buffer Unit 400 includes zipper 410 and bolster 420, and bolster 420 is sheathed on zipper
410；Upper sealing plate 100 is equipped with mounting structure, and zipper 410 and bolster 420 are installed on upper sealing plate 100 by mounting structure,
Upper sealing plate 100 is stretched out at the both ends of zipper 410, and one end of bolster 420 can follow zipper 410 to move, to realize bolster 420
It stretches and compresses.
As depicted in figs. 1 and 2, the upside of upper sealing plate 100 is equipped with upper junction plate 500, and the downside of lower sealing plate 200 is equipped with lower company
Fishplate bar 600, the horizontal cross-section of upper junction plate 500 and the horizontal cross-section of lower connecting plate 600 are rectangular, the ruler of upper junction plate 500
The very little size more than upper sealing plate 100, the size of lower connecting plate 600 are more than the size of lower sealing plate 200；The lower end of upper junction plate 500
Face is contacted with the upper surface of upper sealing plate 100, and the upper surface of lower connecting plate 600 is contacted with the lower face of lower sealing plate 200, upper junction plate
500 are fixedly connected with upper sealing plate 100, and lower connecting plate 600 is fixedly connected with lower sealing plate 200；
Upper junction plate 500 is bolted with upper sealing plate 100, lower connecting plate 600 and lower sealing plate 200, the above connection
It is illustrated for plate 500 and the connection of upper sealing plate 100, upper junction plate 500 is bolted with upper sealing plate 100 by multiple, more
A bolt is circumferentially uniformly distributed.
As shown in Fig. 2, the upper surface of upper junction plate 500 is equipped with mounting groove, length direction and the upper junction plate 500 of mounting groove
Side it is vertical, in rod-shaped, zipper 410 is set in mounting groove zipper 410, and mounting groove, bolster are stretched out in the both ends of zipper 410
420 one end connect with zipper 410, the contact aside of the other end and mounting groove connects, external part and the top bridge of zipper 410
Structure connects.When top bridge structure is by horizontal loading, zipper 410 moves in the horizontal direction, and zipper 410 drives bolster
420 movements, bolster 420, which is deformed, generates zipper 410 power opposite with horizontal loading direction, and then to upper Partial Bridges
Structure plays cushioning effect.
Further, zipper 410 is equipped with position limiting structure 430, and position limiting structure 430 prevents bolster 420 along zipper 410
Length direction moves；Bolster 420 is between position limiting structure 430 and the side wall of mounting structure.
Specifically, the outer wall of 410 end of zipper is equipped with column-shaped projection, the outer diameter of column-shaped projection is more than bolster 420
Internal diameter, the end face of bolster 420 are contacted with the end face of column-shaped projection, and the both ends of mounting groove are equipped with barrier 510, bolster 420
One end of separate column-shaped projection contacted with barrier 510, the both ends of zipper 410 are each passed through corresponding barrier 510, and with
Top bridge structure connection.
When top bridge structure is by horizontal loading, zipper 410 moves in the horizontal direction, and column-shaped projection squeezes bolster
420 compressive deformations, bolster 420 generate column-shaped projection the power opposite with 410 direction of motion of zipper, and then to top bridge knot
Structure plays cushioning effect.
Further, the quantity of zipper 410 is more, and more zippers 410 are spaced apart on the end face of upper sealing plate 100,
It is arranged with bolster 420 on every zipper 410.
Specifically, the upper surface of upper sealing plate 100 is equipped with upper sealing plate 100, the upper surface of upper sealing plate 100 is equipped with multiple installations
Slot, multiple mounting grooves are mutually parallel；It is equipped with a zipper 410 in each mounting groove, buffering is arranged on every zipper 410
The both ends of part 420, more zippers 410 are stretched out out of corresponding mounting groove, and are connect with top bridge structure.
When top bridge structure is by horizontal direction load, more zippers 410 and the cooperation of multiple bolsters 420 are to top bridge
Girder construction plays cushioning effect, is better protected from bridge beam body and falls off.
Further, per in two adjacent zippers 410, being arranged on every zipper 410, there are one bolsters 420；Two
Bolster 420 on root zipper 410 is located at the opposite two sides of upper sealing plate 100.
As shown in Fig. 2, in two adjacent zippers 410, the bolster 420 on a zipper 410 is sheathed on zipper 410
Upper end shown in Fig. 2, the bolster 420 on another zipper 410 are sheathed on 410 lower end shown in Fig. 2 of zipper；It is sheathed on
The lower face of bolster 420 of upper end contacts with the upper surface of column-shaped projection, the barrier 510 of upper surface and mounting groove end
Contact, the upper surface of bolster 420 for being sheathed on lower end contacts with the lower face of column-shaped projection, lower face and mounting groove end
Barrier 510 contact.
When shock isolating pedestal is installed on bridge structure, the length direction of zipper 410 is identical as the length direction of bridge, works as bridge
When beam is by horizontal loading upward shown in Fig. 2, zipper 410 compresses the bolster 420 of upper end, and the bolster 420 of upper end plays
Cushioning effect；When bridge is by horizontal loading downward shown in Fig. 2, zipper 410 compresses the bolster 420 of lower end, lower end
Bolster 420 plays cushioning effect, and the bolster 420 on more zippers 410 coordinates, and is played in both direction to bridge structure
Buffering.
In some embodiments, bolster 420 includes rubber parts or buffer spring.
It is illustrated so that bolster 420 includes buffer spring as an example, buffer spring is sheathed on zipper 410, buffer spring
Internal diameter be less than the diameter of column-shaped projection, one end of buffer spring contacts with the end face of column-shaped projection, the other end and mounting groove end
The barrier 510 in portion contacts；Buffer spring and both ends buffer spring arrangement can be changed by selecting different size buffer spring
Mode freely designs Δ 1, Δ 2, E1, E2, meets the earthquake-resistant structure requirement under different structure form and earthquake motion feature.Top
When bridge structure is by horizontal loading, buffer spring compression plays cushioning effect to top bridge structure.
Further, vertical Buffer Unit 300 includes 320 layers of multilayer rubber layer 310 and multilayer reinforcing plate, rubber layer 310
And 320 layers of reinforcing plate is set between upper sealing plate 100 and lower sealing plate 200, and it is spaced setting.
The horizontal cross-section of upper sealing plate 100 and lower sealing plate 200 is rounded, and upper sealing plate 100 is mutually parallel with lower sealing plate 200 and sets
It sets；Multilayer rubber layer 310 and multilayer reinforcing plate 320 are respectively positioned between upper sealing plate 100 and lower sealing plate 200, and rubber layer 310 is horizontal to cut
The shape and size in face and the shape and size of 320 horizontal cross-section of reinforcing plate are corresponding identical；Adjacent rubber layer 310 and reinforcing plate
320 contact with each other；
Multilayer rubber layer 310 passes through upper envelope with 320 layers of multilayer reinforcing plate through the upper end equipped with lead for retractable pencil 330, lead for retractable pencil 330
Plate 100 is contacted with upper junction plate 500, and the lower end of lead for retractable pencil 330 is contacted across lower sealing plate 200 with lower connecting plate 600, lead for retractable pencil 330
Side wall is contacted with the inner wall of through-hole in rubber layer 310 and reinforcing plate 320.
Lead for retractable pencil 330 can earthquake energy, allow the vibrations rapid decay of superstructure；The rigidity of shock isolating pedestal is improved,
Seismic Isolation of Isolation Layer is prevented just to be subjected to displacement under wind action.
Further, the quantity of lead for retractable pencil 330 is more, in some embodiments, the quantity of lead for retractable pencil 330 is two, three,
It four or five etc., is illustrated so that the quantity of lead for retractable pencil 330 is five as an example, wherein a lead for retractable pencil 330 passes through 310 He of rubber layer
The center of reinforcing plate 320, remaining four lead for retractable pencil 330 are uniformly distributed in intermediate lead for retractable pencil 330 as on the circumference in the center of circle.More lead
Core 330 coordinates, and preferably plays cushioning effect.
Further, the quantity of rubber layer 310 than reinforcing plate 320 quantity more than two, each adjacent two rubber layer 310 it
Between be equipped with one layer of reinforcing plate 320.
The lower face of upper sealing plate 100 is contacted with one layer of rubber layer 310, the upper surface of lower sealing plate 200 and one layer of rubber layer 310
Contact, remaining multilayer rubber layer 310 and multilayer reinforcing plate 320 are set to two layers of the rubber contacted with upper sealing plate 100 and lower sealing plate 200
Between glue-line 310, multilayer rubber layer 310 is arranged with the interval of multilayer reinforcing plate 320, that is, is set between two adjacent rubber layers 310
There is one layer of reinforcing plate 320.
Upper sealing plate 100 and lower sealing plate 200 are contacted with rubber layer 310, when three-dimensional isolation damping supporting seat is by vertical load
When, rubber layer 310 plays cushioning effect to upper sealing plate 100 and lower sealing plate 200.
Further, the upside of upper sealing plate 100 is equipped with upper junction plate 500, and the downside of lower sealing plate 200 is equipped with lower connecting plate
600；Upper sealing plate 100 is fixedly connected with upper junction plate 500, and lower sealing plate 200 is fixedly connected with lower connecting plate 600.
Specifically, the size of upper junction plate 500 is more than the size of upper sealing plate 100, the size of lower connecting plate 600 is more than lower envelope
The size of plate 200；The lower face of upper junction plate 500 is contacted with the upper surface of upper sealing plate 100, the upper surface of lower connecting plate 600 with
The lower face of lower sealing plate 200 contacts, and upper junction plate 500 is fixedly connected with upper sealing plate 100, and lower connecting plate 600 is solid with lower sealing plate 200
Fixed connection；
Upper junction plate 500 is bolted with upper sealing plate 100, lower connecting plate 600 and lower sealing plate 200, the above connection
It is illustrated for plate 500 and the connection of upper sealing plate 100, upper junction plate 500 is bolted with upper sealing plate 100 by multiple, more
A bolt is circumferentially uniformly distributed, which is the center of circle with lead for retractable pencil 330.
Upper junction plate 500 is set in the upside of upper sealing plate 100, the downside of lower sealing plate 200 is arranged lower connecting plate 600, passes through
Shock isolating pedestal is installed in building by upper junction plate 500 and lower connecting plate 600.
Further, the upside of upper junction plate 500 is equipped with upper cover plate 700, and the downside of lower connecting plate 600 is equipped with lower cover
800；Upper junction plate 500 is fixedly connected with upper cover plate 700, and lower connecting plate 600 is fixedly connected with lower cover 800.
Further, upper junction plate 500 is connect with upper cover plate 700 by upper dowel 710, lower connecting plate 600 and lower cover
800 are connected by lower dowel 810.
As depicted in figs. 1 and 2,500 horizontal cross-section of upper junction plate and the horizontal cross-section of lower connecting plate 600 are rectangular, rubber
The horizontal cross-section of glue-line 310 and the horizontal cross-section of reinforcing plate 320 are rounded, the length of side of upper junction plate 500 and lower connecting plate 600
More than the diameter of rubber layer 310 diameter and reinforcing plate 320, upper junction plate 500 is equipped with upper dowel 710, and upper dowel 710 is through upper
Connecting plate 500 and upper cover plate 700；Lower connecting plate 600 is equipped with lower dowel 810, and lower dowel 810 is through lower connecting plate 600 under
Cover board 800.
Upper cover plate 700 is set in the upside of upper junction plate 500, lower cover 800 is set in the downside of lower connecting plate 600, on
Cover board 700 and lower cover 800 play a protective role to three-dimensional isolation damping supporting seat.
The utility model embodiment provide shock isolating pedestal include：Upper sealing plate 100, lower sealing plate 200, vertical Buffer Unit
300 and horizontal Buffer Unit 400, upper sealing plate 100 be oppositely arranged with lower sealing plate 200, vertical Buffer Unit 300 be set to upper sealing plate
Between 100 and lower sealing plate 200；Horizontal Buffer Unit 400 is set on upper sealing plate 100 on the end face of vertical Buffer Unit 300.
When the shock isolating pedestal that the utility model embodiment provides is applied in bridge structure, vertical Buffer Unit 300 bears vertical load,
Cushioning effect is played to vertical load；Horizontal Buffer Unit 400 bears the load of horizontal direction, plays buffering to horizontal loading and makees
With when shock isolating pedestal shear displacemant itself reaches maximum, the horizontal Buffer Unit 400 in shock isolating pedestal provides restoring force, rises
Effective position-limiting action is arrived, the case where falling off so as to avoid bridge beam body.
Embodiment two
The utility model embodiment is designed to provide a kind of bridge, to alleviate rubber earthquake isolation support in the prior art
It is likely to result in the technical issues of bridge beam body falls off.
The bridge that the utility model embodiment provides includes above-mentioned shock isolating pedestal.
The utility model embodiment provide bridge in shock isolating pedestal include：Upper sealing plate 100, vertically delays lower sealing plate 200
Component 300 and horizontal Buffer Unit 400 are rushed, upper sealing plate 100 is oppositely arranged with lower sealing plate 200, and vertical Buffer Unit 300 is set to upper
Between sealing plate 100 and lower sealing plate 200；Horizontal Buffer Unit 400 is set on upper sealing plate 100 away from the end of vertical Buffer Unit 300
On face.When the shock isolating pedestal that the utility model embodiment provides is applied in bridge structure, vertical Buffer Unit 300 is born vertically
Load plays cushioning effect to vertical load；Horizontal Buffer Unit 400 bears the load of horizontal direction, is played to horizontal loading
Cushioning effect, when shock isolating pedestal shear displacemant itself reaches maximum, the horizontal Buffer Unit 400 in shock isolating pedestal provides recovery
Power plays effective position-limiting action, the case where falling off so as to avoid bridge beam body.
Finally it should be noted that：The above various embodiments is only to illustrate the technical solution of the utility model, rather than limits it
System；Although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should
Understand：It still can be with technical scheme described in the above embodiments is modified, either to which part or whole
Technical characteristic carries out equivalent replacement；And these modifications or replacements, this practicality that it does not separate the essence of the corresponding technical solution are new
The range of each embodiment technical solution of type.
Claims (10)
1. a kind of shock isolating pedestal, which is characterized in that including：Upper sealing plate, lower sealing plate, vertical Buffer Unit and horizontal Buffer Unit,
The upper sealing plate is oppositely arranged with the lower sealing plate, the vertical Buffer Unit be set to the upper sealing plate and the lower sealing plate it
Between；
The horizontal Buffer Unit is set on the upper sealing plate on the end face of the vertical Buffer Unit.
2. shock isolating pedestal according to claim 1, which is characterized in that the horizontal Buffer Unit includes zipper and buffering
Part, the bolster are sheathed on the zipper；
The upper sealing plate is equipped with mounting structure, and the zipper and the bolster are installed on by the mounting structure described
The upper sealing plate is stretched out at the both ends of upper sealing plate, the zipper, and one end of the bolster can follow the zipper to move, to realize
The stretching and compression of the bolster.
3. shock isolating pedestal according to claim 2, which is characterized in that the zipper is equipped with position limiting structure, the limit
Structure prevents the bolster from being moved along the length direction of the zipper；
The bolster is between the position limiting structure and the side wall of the mounting structure.
4. shock isolating pedestal according to claim 2 or 3, which is characterized in that the quantity of the zipper is more, described in more
Zipper is spaced apart on the end face of the upper sealing plate, and the bolster is arranged on the every zipper.
5. shock isolating pedestal according to claim 4, which is characterized in that in per two adjacent zippers, described in every
The bolster there are one being arranged on zipper；
Bolster on two zippers is located at the opposite two sides of the upper sealing plate.
6. shock isolating pedestal according to claim 2, which is characterized in that the bolster includes buffer spring.
7. shock isolating pedestal according to claim 1, which is characterized in that the vertical Buffer Unit include multilayer rubber layer and
Multilayer reinforcing plate layer, the rubber layer and the reinforcing plate layer are set between the upper sealing plate and the lower sealing plate, and are spaced
Setting.
8. shock isolating pedestal according to claim 7, which is characterized in that number of the quantity of the rubber layer than the reinforcing plate
More two are measured, one layer of reinforcing plate is equipped between rubber layer described in each adjacent two.
9. shock isolating pedestal according to claim 7, which is characterized in that the upside of the upper sealing plate is equipped with upper junction plate, institute
The downside for stating lower sealing plate is equipped with lower connecting plate；
The upper sealing plate is fixedly connected with the upper junction plate, and the lower sealing plate is fixedly connected with the lower connecting plate.
10. a kind of bridge, which is characterized in that including such as claim 1-9 any one of them shock isolating pedestal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721748748.5U CN207659849U (en) | 2017-12-14 | 2017-12-14 | Shock isolating pedestal and bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721748748.5U CN207659849U (en) | 2017-12-14 | 2017-12-14 | Shock isolating pedestal and bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207659849U true CN207659849U (en) | 2018-07-27 |
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ID=62941371
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721748748.5U Active CN207659849U (en) | 2017-12-14 | 2017-12-14 | Shock isolating pedestal and bridge |
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| CN (1) | CN207659849U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107956203A (en) * | 2017-12-14 | 2018-04-24 | 苏州海德新材料科技股份有限公司 | Shock isolating pedestal and bridge |
-
2017
- 2017-12-14 CN CN201721748748.5U patent/CN207659849U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107956203A (en) * | 2017-12-14 | 2018-04-24 | 苏州海德新材料科技股份有限公司 | Shock isolating pedestal and bridge |
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