CN222835104U - Super-design intensity synchronous roller shock insulation support - Google Patents
Super-design intensity synchronous roller shock insulation support Download PDFInfo
- Publication number
- CN222835104U CN222835104U CN202420849527.0U CN202420849527U CN222835104U CN 222835104 U CN222835104 U CN 222835104U CN 202420849527 U CN202420849527 U CN 202420849527U CN 222835104 U CN222835104 U CN 222835104U
- Authority
- CN
- China
- Prior art keywords
- shock insulation
- vertical
- fixed plate
- transverse
- vibration isolation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model provides a super-design intensity synchronous roller vibration isolation support, which comprises a base, wherein a placing groove with an upward opening is formed in the base, a fixed plate is arranged in the placing groove, wall struts are arranged above the fixed plate, a first vibration isolation mechanism is arranged in the placing groove and is in transmission connection with the fixed plate, the first vibration isolation mechanism is used for buffering the fixed plate, a mounting groove with the upward opening is formed in the top of the fixed plate, a plurality of second vibration isolation mechanisms are arranged in the mounting groove at intervals and are in transmission connection with the wall struts, the second vibration isolation mechanisms are used for buffering the wall struts, the wall struts can play a buffering effect in different directions through the arrangement of the first vibration isolation mechanism, the vibration isolation effect of the wall struts can be enhanced, and under the action of the second vibration isolation mechanism, the vibration isolation effect of the wall struts is enhanced, and the stability of a building in the process of earthquake shaking is greatly improved.
Description
Technical Field
The utility model relates to the technical field of isolation and shock absorption, in particular to a super-design intensity synchronous roller shock insulation support.
Background
Vibration is visible everywhere in our daily life, and can damage the main structure of a building to different degrees whether severe geological disasters, namely earthquakes, or vibration generated when an automobile passes through a bridge. Since the seismic isolation technique was recently proposed, research into the seismic isolation technique has not been stopped. The vibration isolation technology is a technology that a building upper structure and a foundation are flexibly connected through a vibration isolation layer, and the vibration isolation layer has the functions of vibration isolation, vibration absorption and the like, so that transverse load force generated by seismic waves on the building upper structure during earthquake is dispersed to the vibration isolation layer, and the aim of protecting a building main body structure is fulfilled.
The type of shock insulation that uses at present mainly is intermediate layer rubber pad shock insulation and sliding friction shock insulation, and wherein sliding friction shock insulation support can roll the shock insulation after receiving horizontal loading force, because current sliding friction shock insulation support can only play the shock insulation effect to vertical or horizontal single direction, and another direction then shock insulation is weak, when the earthquake, takes place to roll when receiving violent concussion easily.
Disclosure of utility model
The utility model aims to provide a super-design intensity synchronous roller vibration isolation support, and aims to solve the problem that the existing sliding friction vibration isolation support in the prior art can only play a vibration isolation effect on a vertical direction or a horizontal direction, so that the other direction is easy to roll when subjected to severe vibration during an earthquake.
The super-design intensity synchronous roller shock insulation support comprises a base, wherein a placing groove with an upward opening is formed in the base, a fixing plate is arranged in the placing groove, and a wall body strut is arranged above the fixing plate;
A first shock insulation mechanism is arranged in the placing groove and is in transmission connection with the fixed plate, and the first shock insulation mechanism is used for buffering the fixed plate;
The first vibration isolation mechanism comprises a vertical vibration isolation component and a transverse vibration isolation component, the vertical vibration isolation component is distributed in the front-back direction of the fixed plate, and the transverse vibration isolation component is distributed in the left-right direction of the fixed plate;
the vertical shock insulation component and the transverse shock insulation component are in transmission connection with the placing groove;
Two limiting grooves which are vertically spaced are formed in the inner side wall of the placing groove, the limiting grooves are of a convex structure, and the vertical shock insulation component and the horizontal shock insulation component are both in sliding connection with the limiting grooves;
The top of fixed plate has seted up the mounting groove that the opening was up, be equipped with the second shock insulation mechanism that a plurality of intervals set up in the mounting groove, second shock insulation mechanism is connected with the wall body pillar transmission, and second shock insulation mechanism is used for buffering the wall body pillar.
Preferably, the vertical shock insulation component comprises two vertical springs, vertical telescopic devices and vertical sliding plates, and the vertical sliding plates are symmetrically arranged at intervals front and back;
The vertical spring is fixedly arranged on the front side of the fixed plate, a first groove with an opening facing backwards is formed in the rear side of the fixed plate, and the end part of a fixed rod of the vertical telescopic device is fixedly arranged in the first groove;
The other ends of the vertical springs and the vertical telescopic devices are fixedly connected with the vertical sliding plate, the vertical sliding plate is slidably arranged in the limiting groove, and the fixing plate is used for driving the vertical sliding plate to slide along the limiting groove when moving left and right.
Preferably, the transverse shock insulation component comprises transverse springs, transverse telescopic devices and transverse sliding plates, wherein the number of the transverse sliding plates is two, and the transverse sliding plates are symmetrically arranged at intervals front and back;
The transverse spring is fixedly arranged on the right side of the fixed plate, a second groove with an opening facing left is formed in the left side of the fixed plate, and the end part of the fixed rod of the transverse expansion device is fixedly arranged in the first groove;
The other ends of the transverse spring and the transverse expansion device are fixedly connected with the transverse sliding plate, the transverse sliding plate is arranged in the limiting groove in a sliding mode, and the transverse sliding plate is driven to slide along the limiting groove when the fixing plate moves back and forth.
Preferably, the bottom of the fixing plate is fixedly provided with a plurality of rolling assemblies which are arranged at intervals, and the lower sides of the rolling assemblies roll against the inner bottom wall of the placing groove;
when the fixed plate moves, the fixed plate is used for driving the rolling assembly to roll on the inner bottom wall of the placing groove.
Preferably, the second shock insulation mechanism comprises two auxiliary springs and two connecting plates, wherein the two connecting plates are arranged at intervals up and down, and the auxiliary springs are arranged in an extending manner along the up-down direction;
The upper end and the lower end of the auxiliary spring are fixedly connected with connecting plates, one connecting plate is fixedly connected with the inner bottom wall of the mounting groove, and the other connecting plate is fixedly connected with the bottom of the wall body strut.
Preferably, the base is fixedly provided with soft protective cloth, the soft protective cloth is of a closed annular structure, and the upper end of the soft protective cloth is fixedly connected with the wall body support column.
The wall body pillar has the beneficial effects that 1, through the arrangement of the first vibration isolation mechanism, the wall body pillar can play a buffering effect in different directions, and the vibration isolation effect is enhanced.
2. Under the action of the second vibration isolation mechanism, the dual vibration isolation can be realized, the vibration isolation effect of the wall body support column is enhanced, and the stability of the building during earthquake shaking is greatly improved.
3. Through the setting of soft protective clothing for can keep apart liquid and first shock insulation mechanism and second shock insulation mechanism contact, extension first shock insulation mechanism and second shock insulation mechanism's life.
Drawings
FIG. 1 is a schematic diagram of the overall rear view of an embodiment of the present utility model;
FIG. 2 is a schematic diagram of a second shock isolation mechanism distribution in an embodiment of the present utility model;
FIG. 3 is an enlarged schematic view of the structure at A of FIG. 2 in an embodiment of the utility model;
FIG. 4 is a schematic view of the distribution of the transverse seismic isolation members in an embodiment of the utility model;
FIG. 5 is a schematic view of the distribution of vertical seismic isolation assemblies in an embodiment of the utility model;
FIG. 6 is a schematic diagram of the distribution of rolling elements in an embodiment of the utility model.
In the figure, 1, a base; 2, a placing groove, 3, a fixing plate, 4, a wall body pillar, 501, a vertical shock insulation component, 5011, a vertical spring, 5012, a vertical telescopic device, 5013, a vertical sliding plate, 502, a horizontal shock insulation component, 5021, a horizontal spring, 5022, a horizontal telescopic device, 5023, a horizontal sliding plate, 6, a mounting groove, 7, a second shock insulation mechanism, 701, an auxiliary spring, 702, a connecting plate, 8, a limiting groove, 9, a rolling component and 10, and soft protective cloth.
Detailed Description
The following describes the embodiments of the present utility model further with reference to the drawings.
As shown in fig. 1 to 6, the super-design intensity synchronous roller shock insulation support is provided with a first shock insulation mechanism, so that the wall body support 4 can play a role in buffering in different directions, the shock insulation effect is enhanced, and the super-design intensity synchronous roller shock insulation support comprises a base 1, offer standing groove 2 that the opening was up on the base 1, be equipped with fixed plate 3 in the standing groove 2, the top of fixed plate 3 is equipped with wall body pillar 4, places the back with base 1, can be with wall body pillar 4 and connecting plate 702 fixed connection to the shock insulation that can be better.
Be equipped with first shock insulation mechanism in the standing groove 2, first shock insulation mechanism is connected with fixed plate 3 transmission, and first shock insulation mechanism is used for buffering fixed plate 3, and when fixed plate 3 skew, can consume seismic energy under first shock insulation mechanism's effect for fixed plate 3 is stable.
The first vibration isolation mechanism comprises a vertical vibration isolation component 501 and a transverse vibration isolation component 502, wherein the vertical vibration isolation component 501 is distributed in the front-back direction of the fixed plate 3, the transverse vibration isolation component 502 is distributed in the left-right direction of the fixed plate 3, and the vertical vibration isolation component 501 and the transverse vibration isolation component 502 are used for isolating vibration in different directions respectively, so that the fixed plate 3 can be isolated in different directions, and the purpose of improving the vibration isolation of the wall body strut 4 in different directions is achieved.
The vertical vibration isolation component 501 and the horizontal vibration isolation component 502 are in transmission connection with the placing groove 2.
The vertical shock insulation assembly 501 comprises a vertical spring 5011, a vertical telescopic device 5012 (the vertical telescopic device 5012 is a vertical damping telescopic rod) and vertical sliding plates 5013, wherein the number of the vertical sliding plates 5013 is two, and the vertical sliding plates 5013 are symmetrically arranged at intervals.
The front side at fixed plate 3 is fixed to vertical spring 5011, and the first recess of opening backward has been seted up to the rear side of fixed plate 3, and vertical telescoping device 5012's dead lever end fixing is established in first recess, and after the earthquake took place, vertical spring 5011's setting can keep apart most vertical earthquake energy, and under vertical telescoping device 5012's effect, can stabilize very fast moreover for improve fixed plate 3 in the ascending stability of vertical direction.
The other end of vertical spring 5011 and vertical telescoping device 5012 all with vertical sliding plate 5013 fixed connection, vertical sliding plate 5013 slides and establishes in spacing groove 8, when fixed plate 3 moves about, be used for driving vertical sliding plate 5013 and slide along spacing groove 8, vertical sliding plate 5013's setting, make when fixed plate 3 moves under the effect of horizontal shock insulation subassembly 502, vertical sliding plate 5013 can drive vertical spring 5011, vertical telescoping device 5012 moves along spacing groove 8, do not influence vertical shock insulation during so that horizontal shock insulation, and do not influence horizontal shock insulation during vertical shock insulation.
The transverse shock insulation component 502 comprises transverse springs 5021, transverse telescopic devices 5022 (the transverse telescopic devices 5022 are transverse damping telescopic rods) and transverse sliding plates 5023, wherein the transverse sliding plates 5023 are two, and the transverse sliding plates 5023 are symmetrically arranged at intervals.
The right side at fixed plate 3 is fixedly established to transverse spring 5021, and the second recess of opening towards left is seted up in the left side of fixed plate 3, and transverse telescoping device 5022's dead lever end fixing is established in first recess, and after the earthquake took place, transverse spring 5021's setting can keep apart most transverse earthquake energy, and under transverse telescoping device 5022's effect, can stabilize very fast moreover for improve fixed plate 3 in transverse direction's stability.
The other end of horizontal spring 5021 and horizontal telescoping device 5022 all with horizontal sliding plate 5023 fixed connection, horizontal sliding plate 5023 slides and establishes in spacing groove 8, when fixed plate 3 back-and-forth movement, be used for driving horizontal sliding plate 5023 along spacing groove 8 slip, horizontal sliding plate 5023's setting for when fixed plate 3 removes under the effect of vertical shock insulation subassembly 501, horizontal sliding plate 5023 can drive horizontal spring 5021, horizontal telescoping device 5022 removes along spacing groove 8, make can be to carrying out the shock insulation to fixed plate 3 different directions, the shock insulation effect of wall body pillar 4 has been improved.
Two spacing grooves 8 spaced up and down are formed in the inner side wall of the placing groove 2, the spacing grooves 8 are of a convex structure, the vertical shock insulation component 501 and the horizontal shock insulation component 502 are in sliding connection with the spacing grooves 8, and when the fixing plate 3 moves in different directions, the vertical sliding plate 5013 and the horizontal sliding plate 5023 can slide along the spacing grooves 8, so that the shock insulation effect is improved.
The bottom of the fixed plate 3 is fixedly provided with a plurality of rolling assemblies 9 (the rolling assemblies 9 are universal wheels) which are arranged at intervals, and the lower sides of the rolling assemblies 9 roll to lean against the inner bottom wall of the placing groove 2.
When the fixed plate 3 moves, the rolling assembly 9 is driven to roll on the inner bottom wall of the placing groove 2, and when the fixed plate 3 moves, the rolling assembly 9 can be driven to move in the placing groove 2, so that the fixed plate 3 is smoother in shock insulation, and the situation of blocking is avoided.
Under the effect of second isolation mechanism 7, can double shock insulation, strengthen the effect of wall body pillar 4 shock insulation, improved the effect of building stability when the earthquake rocks greatly, specifically, open mounting groove 6 up has been seted up at the top of fixed plate 3, is equipped with the second isolation mechanism 7 that a plurality of intervals set up in the mounting groove 6, second isolation mechanism 7 is connected with wall body pillar 4 transmission, second isolation mechanism 7 is used for buffering wall body pillar 4.
The second shock insulation mechanism 7 includes auxiliary spring 701 and connecting plate 702, and connecting plate 702 is two, and upper and lower interval sets up, and auxiliary spring 701 extends along upper and lower direction and sets up, and the auxiliary spring 701 endotheca is equipped with the lead core rubber support that extends along upper and lower direction, upper and lower and connecting plate 702 fixed connection of lead core rubber support for lead core rubber support also can carry out the shock insulation to wall body pillar 4.
The upper and lower both ends of auxiliary spring 701 all with connecting plate 702 fixed connection, one of them connecting plate 702 and the interior bottom wall fixed connection of mounting groove 6, another connecting plate 702 and the bottom fixed connection of wall body pillar 4 under the effect of first shock insulation mechanism and second shock insulation mechanism 7, can double shock insulation to guarantee the stability of wall body pillar 4, improve the stability of wall body pillar 4 when the earthquake.
Through the setting of soft protective clothing 10 for can keep apart liquid and first shock insulation mechanism and the contact of second shock insulation mechanism 7, extension first shock insulation mechanism and second shock insulation mechanism 7's life specifically is, the fixed soft protective clothing 10 that is equipped with on the base 1, and soft protective clothing 10 is closed annular structure, soft protective clothing 10's upper end and wall body pillar 4 fixed connection.
The working principle is that when the base 1 is used, the wall body support 4 is fixedly connected with the connecting plate 702 after the base 1 is installed, and the base can be normally used after the base is fixed.
When the earthquake happens, the lead core rubber support in the auxiliary spring 701 can not only isolate the wall body support 4, but also isolate the wall body support 4 by the first shock insulation mechanism, so that double shock insulation can be realized under the action of the first shock insulation mechanism and the second shock insulation mechanism 7, the stability of the wall body support 4 is ensured, and the stability of the wall body support 4 in the earthquake is improved.
After an earthquake occurs, the transverse springs 5021 can isolate most of transverse earthquake energy, and can be quickly stabilized under the action of the transverse telescopic device 5022, so that the stability of the fixed plate 3 in the transverse direction is improved, and the vertical sliding plates 5013 are arranged, so that when the fixed plate 3 moves under the action of the transverse vibration isolation component 502, the vertical sliding plates 5013 can drive the vertical springs 5011 and the vertical telescopic device 5012 to move along the limit grooves 8, so that the vertical vibration isolation is not influenced during the transverse vibration isolation, and the transverse vibration isolation is not influenced during the vertical vibration isolation.
Through the setting of soft protective clothing 10 for can keep apart liquid and first shock insulation mechanism and the contact of second shock insulation mechanism 7, prolong first shock insulation mechanism and second shock insulation mechanism 7's life.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The super-design intensity synchronous roller shock insulation support is characterized by comprising a base (1), wherein a placing groove (2) with an upward opening is formed in the base (1), a fixing plate (3) is arranged in the placing groove (2), and a wall body strut (4) is arranged above the fixing plate (3);
A first shock insulation mechanism is arranged in the placing groove (2), and is in transmission connection with the fixed plate (3) and used for buffering the fixed plate (3);
The first vibration isolation mechanism comprises a vertical vibration isolation component (501) and a transverse vibration isolation component (502), wherein the vertical vibration isolation component (501) is distributed in the front-back direction of the fixed plate (3), and the transverse vibration isolation component (502) is distributed in the left-right direction of the fixed plate (3);
The vertical shock insulation component (501) and the horizontal shock insulation component (502) are in transmission connection with the placing groove (2);
Two limiting grooves (8) which are vertically spaced are formed in the inner side wall of the placing groove (2), the limiting grooves (8) are of a convex structure, and the vertical shock insulation component (501) and the horizontal shock insulation component (502) are both in sliding connection with the limiting grooves (8);
The top of fixed plate (3) has seted up mounting groove (6) up the opening, be equipped with second shock insulation mechanism (7) that a plurality of intervals set up in mounting groove (6), second shock insulation mechanism (7) are connected with wall body pillar (4) transmission, and second shock insulation mechanism (7) are used for buffering wall body pillar (4).
2. The super-design intensity synchronous roller shock insulation support according to claim 1, wherein the vertical shock insulation assembly (501) comprises vertical springs (5011), vertical telescopic devices (5012) and vertical sliding plates (5013), wherein the number of the vertical sliding plates (5013) is two, and the vertical sliding plates are symmetrically arranged at intervals front and back;
The vertical spring (5011) is fixedly arranged on the front side of the fixed plate (3), a first groove with an opening facing backwards is formed in the rear side of the fixed plate (3), and the end part of a fixed rod of the vertical telescopic device (5012) is fixedly arranged in the first groove;
The other end of vertical spring (5011) and vertical telescoping device (5012) all with vertical sliding plate (5013) fixed connection, vertical sliding plate (5013) slides and establishes in spacing groove (8), and when fixed plate (3) moved about, was used for driving vertical sliding plate (5013) and slides along spacing groove (8).
3. The super-design intensity synchronous roller shock insulation support according to claim 1, wherein the transverse shock insulation component (502) comprises transverse springs (5021), transverse telescopic devices (5022) and transverse sliding plates (5023), and the number of the transverse sliding plates (5023) is two and is symmetrically arranged at intervals front and back;
The transverse spring (5021) is fixedly arranged on the right side of the fixed plate (3), a second groove with an opening facing left is formed in the left side of the fixed plate (3), and the end part of a fixed rod of the transverse telescopic device (5022) is fixedly arranged in the first groove;
The other ends of the transverse spring (5021) and the transverse telescopic device (5022) are fixedly connected with the transverse sliding plate (5023), the transverse sliding plate (5023) is arranged in the limiting groove (8) in a sliding mode, and the transverse sliding plate (5023) is driven to slide along the limiting groove (8) when the fixing plate (3) moves back and forth.
4. The super-design intensity synchronous roller shock insulation support according to claim 1, wherein a plurality of rolling assemblies (9) are fixedly arranged at the bottom of the fixed plate (3) at intervals, and the lower sides of the rolling assemblies (9) roll against the inner bottom wall of the placing groove (2);
When the fixed plate (3) moves, the rolling component (9) is driven to roll on the inner bottom wall of the placing groove (2).
5. The super-design intensity synchronous roller shock insulation support according to claim 1, wherein the second shock insulation mechanism (7) comprises two auxiliary springs (701) and two connecting plates (702), wherein the two connecting plates (702) are arranged at intervals up and down, and the auxiliary springs (701) extend in the up and down direction;
The upper end and the lower end of the auxiliary spring (701) are fixedly connected with the connecting plates (702), one connecting plate (702) is fixedly connected with the inner bottom wall of the mounting groove (6), and the other connecting plate (702) is fixedly connected with the bottom of the wall body strut (4).
6. The super-design intensity synchronous roller vibration isolation support according to claim 1, wherein a soft protective cloth (10) is fixedly arranged on the base (1), the soft protective cloth (10) is of a closed annular structure, and the upper end of the soft protective cloth (10) is fixedly connected with a wall body strut (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420849527.0U CN222835104U (en) | 2024-04-23 | 2024-04-23 | Super-design intensity synchronous roller shock insulation support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420849527.0U CN222835104U (en) | 2024-04-23 | 2024-04-23 | Super-design intensity synchronous roller shock insulation support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222835104U true CN222835104U (en) | 2025-05-06 |
Family
ID=95519630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420849527.0U Active CN222835104U (en) | 2024-04-23 | 2024-04-23 | Super-design intensity synchronous roller shock insulation support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222835104U (en) |
-
2024
- 2024-04-23 CN CN202420849527.0U patent/CN222835104U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107780339A (en) | A kind of road and bridge shock mount | |
| CN218148916U (en) | Building shock insulation and noise reduction rubber support | |
| CN113356665A (en) | Assembled building shock-absorbing structure | |
| CN111895034A (en) | Three-dimensional variable-rigidity limiting and shock-isolating device with damping | |
| CN210947150U (en) | Steel construction antidetonation support | |
| CN222835104U (en) | Super-design intensity synchronous roller shock insulation support | |
| CN212506864U (en) | Archaize building pillar interconnected earthquake-resistant structure | |
| CN216787512U (en) | Anti-seismic house building structure | |
| CN213773920U (en) | Building shock isolation device | |
| CN213805953U (en) | Damping device of civil engineering structure | |
| CN211058056U (en) | High-efficient shock isolation device of building | |
| CN111254819B (en) | Steel construction bridge shock attenuation support | |
| CN206054601U (en) | It is a kind of to realize each resistance to plucking earthquake isolating equipment for being controlled to frequency respectively | |
| CN108914764B (en) | A bridge energy-dissipating shock-absorbing mechanism using viscous dampers | |
| CN210561690U (en) | Bridge anti-seismic stabilizing device | |
| CN111809763A (en) | A antidetonation support for building engineering | |
| CN216428599U (en) | Steel structure for novel anti-seismic and anti-shaking | |
| CN213115752U (en) | Anti-seismic base of high-voltage power transmission tower | |
| CN219268261U (en) | Damping device for electrical power distribution cabinet | |
| CN216076560U (en) | Steel construction damping support | |
| CN220668825U (en) | Damping device for electromechanical equipment | |
| CN219753554U (en) | Damping structure with longitudinal damping and transverse damping functions for building construction | |
| CN219638155U (en) | Anti-seismic structure for building design | |
| CN215166569U (en) | Building damping support | |
| CN222436920U (en) | A shock absorbing device for shield machine in soft soil |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |