KR101857484B1 - A seismic system and apparatus for providing horizontality and verticality resistance earthquake to elecrtical panel - Google Patents
A seismic system and apparatus for providing horizontality and verticality resistance earthquake to elecrtical panel Download PDFInfo
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- KR101857484B1 KR101857484B1 KR1020180022999A KR20180022999A KR101857484B1 KR 101857484 B1 KR101857484 B1 KR 101857484B1 KR 1020180022999 A KR1020180022999 A KR 1020180022999A KR 20180022999 A KR20180022999 A KR 20180022999A KR 101857484 B1 KR101857484 B1 KR 101857484B1
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- horizontal
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
- F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02B—BOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
- H02B1/00—Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
- H02B1/26—Casings; Parts thereof or accessories therefor
- H02B1/50—Pedestal- or pad-mounted casings; Parts thereof or accessories therefor
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02B—BOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
- H02B1/00—Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
- H02B1/54—Anti-seismic devices or installations
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Power Engineering (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Aviation & Aerospace Engineering (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earthquake-proof system and a vibration-damping system for providing a horizontal vibration damping force and a vertical vibration damping force for a switchboard, and more particularly, To a horizontal earthquake-proof force and a vertical earthquake-proof force for a transmission /
Particularly, the vibration resisting device of the present invention is constructed by using the resilient restoring force of the
The switchgear is a device that distributes power to various facilities by transforming the high voltage power supplied from the power station and the substation into low voltage by incorporating various power facilities such as transformer, breaker, converter, and relay.
Since the switchgear is directly installed on the ground or installed in buildings such as factories and apartments and is operated for a long time for 24 hours, it is easily exposed to an external shock such as an earthquake and the power facilities are connected to many contacts. to be.
If vibration or shock due to external force is applied to the switchgear, the impact is transmitted to the cabinet of the switchgear, damage to the internal power equipment, damage to the electrical contacts to which each power equipment is connected can not provide stable power supply, An electric shock accident may occur.
In recent years, large and small earthquakes have frequently occurred on the Korean Peninsula. In particular, earthquakes in which structures are collapsed in Gyeongju area are important to secure the stability of the building structure. In the case of the switchboard installed in the building, Standards are being strengthened over the past.
Conventional methods for earthquake-resistant design of switchgear have been designed to prevent distortion by installing a stiffener on the body, or to withstand vibrations using a fastener. The further seismic design is to install a seismic device that absorbs vibration by using a spring or shock absorber.
Conventionally, a large number of seismic devices are disclosed. Vibration absorption methods can be classified into a seismic device that absorbs vertical vibration, a seismic device that absorbs horizontal vibration, and a seismic device that can simultaneously absorb vertical and horizontal vibration.
Vertical vibration is generated mainly in a relatively monotonous form compared to horizontal vibration in the vertical direction. Thus, many vibration isolators have been conventionally invented to absorb vertical vibration, but since horizontal vibration occurs in a complicated form compared with vertical vibration, The seismic equipment is relatively small, and in order to attenuate the complex type of vibration, a horizontal seismic device with a complicated structure is common.
(Japanese Patent No. 10-1326401) for attenuating vibrations in the horizontal direction in the related art has a structure in which a spherical shape inserts a ball between convex plate-like plates and moves left and right according to external vibration, to be. However, in order to increase the restoring force, the center of the plate-shaped plate must be formed deeply. When the center of the plate is formed deep, Vibration may be generated, which may cause vibration and resonance in the vertical direction externally applied, which may lead to further damage.
The other prior art (Japanese Patent No. 10-1397804) seismic device attenuates the horizontal vibration by using the restoring force of the coil spring. In order to attenuate vibration in various horizontal directions, The structure is complicated due to the necessity of installing the spring, which results in a large production cost and maintenance cost.
Another conventional technique (Patent No. 10-1305302) is to arrange an electromagnet and a permanent magnet so as to face each other, and to connect an external power source to the electromagnet to damp horizontal vibration, However, since a complex controller for controlling the external power source and the electromagnet is required, the structure becomes more complicated, and the manufacturing cost and the maintenance cost become more necessary.
Therefore, new seismic equipments with simple structure and low maintenance cost are required, while absorbing the horizontal vibration and vertical vibration applied to the switchboard more efficiently.
SUMMARY OF THE INVENTION The present invention has been developed in order to solve the above-mentioned problems, and it is an object of the present invention to provide a vibration damping device capable of absorbing vibration in a horizontal direction and a vertical direction, But also to protect against vibration generated in the power equipment itself.
In addition, by using the resilient restoring force of the
According to an aspect of the present invention, there is provided an earthquake-resistant system for providing a horizontal earthquake resistance and a vertical earthquake resistance,
A
A first
And a plurality of seismic resistant devices (100) formed between the plurality of first horizontal plates (310) and the second horizontal plates (320)
Each of the plurality of seismic isolation devices (100)
A
A part of the upper inner side surface is in contact with one side surface of the base
The upper surface is connected to the base
Shaped sliding movement in an arbitrary direction between the
The earthquake-proof system and the earthquake-proof device provided in the present invention protects the transmission / reception system from external vibration such as an earthquake and internal vibration caused by the electromagnetic force of the electric power equipment. In particular, the cylindrical rubber portion and the arc- The base
BRIEF DESCRIPTION OF THE DRAWINGS FIG.
Fig. 2 is a state diagram of the seismic isolation system of the present invention. Fig.
3 is a state view of vibration-generating system of the present invention at the time of occurrence of vibration due to an earthquake or the like.
4 is a cross-sectional view of a rubber part of an earthquake-proof system according to the present invention.
5 is a state diagram of a seismic system according to the present invention to which ball bearing is applied.
6 is a view showing an example of the installation of a horizontal adjustment means of an earthquake-proof system according to the present invention.
7 is a photograph of a prototype of a seismic system of an earthquake-proof system according to the present invention.
8 is a photograph of a prototype decomposition of a seismic system of an earthquake-proof system according to the present invention.
Fig. 9 is a view showing an embodiment of a rubber part of an earthquake-proof system according to the present invention. Fig.
10 is an exploded view of a seismic system of an earthquake-proof system according to the present invention.
11 is a cross-sectional view of a base slip plate portion of an earthquake-proof system according to the present invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will now be described more fully with reference to the accompanying drawings, in which exemplary embodiments of the invention are shown. The embodiments described below are for illustrative purposes only and the present invention is not limited thereto and various changes, modifications, alterations, alterations, alterations, and equivalents may be made by those skilled in the art, It should be understood that it is possible.
In the following description, well-known functions or constructions are not described in detail since they would obscure the invention in unnecessary detail. For example, the power equipment installed in the main body of the switchgear according to the present invention is a general configuration, and a detailed description thereof will be omitted.
BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is an overall structural view of an earthquake-proof system providing horizontal and vertical anti-quake forces for a switchboard according to the present invention; Fig.
As shown in FIG. 1, an earthquake-proof system for providing a horizontal earthquake resistance and a vertical earthquake resistance for a switchboard according to the present invention includes an earthquake-
As shown in FIG. 2, the
That is, the switchboard
The connection between the switchboard
1, the
In addition, the second
The connection between the
That is, the first
6, a plurality of horizontal adjusting means 400 may be provided between the second
When the second
The reason why the
Since each of the plurality of horizontal adjustment means 400 is adjustable in height, the second
At this time, a
The earthquake-
Each of the plurality of
A
A part of the upper inner side surface is in contact with one side surface of the base slip
The upper surface is connected to the base
Shaped sliding movement in an arbitrary direction between the
The
As shown in FIG. 2, the base
The base
With respect to the base
As shown in FIG. 2, a part of the inner surface of the cylindrical upper part (part A in FIG. 2) is formed on one side of the base slip top plate 131 (Part B in Fig. 2) is in contact with one side of the base slip
A structure in which a part of the inner surface of the cylindrical upper part of the
First, the contact connection by thread engagement will be described with reference to the upper drawing of Fig. 9 and Fig. 11 (a).
A
A screw thread corresponding to the
The contact connection by the protruding end, which is another embodiment, will be described with reference to the lower part of Fig. 9 and Fig. 11 (b).
A first
A
A portion of the inner surface of the cylindrical upper portion of the
4 and 9, a
The
At this time, the base
That is, when the
The
The inner surface of the cylindrical upper portion of the
Further, the
This is because the corrugated bellows shape (aka bellows shape) has an effect of increasing the elastic return force of the
11, a
A part of one end of the
A part of one end of the
Specifically, as described above, the inner surface of the cylindrical upper part of the
At this time, a portion of one end of the
As a result, the base
When an external external force such as an earthquake occurs, an external force in the horizontal and vertical directions acts on the
Particularly, in order to absorb an external force in the vertical direction or the horizontal direction, the
As described above, the structure in which the switchgear
Since the
That is, since the
3, the base
The elastic restoring force for restoring the moving base
The base
And the lower surface of the core slip
And the upper surface of the core slip
The upper surface of the
The lower surface of the base slip
As described above, when an external external force such as an earthquake occurs, a horizontal external force is applied to the
The configuration in which the base
That is, before the external external force such as an earthquake occurs, the base slip
If an external external force such as an earthquake occurs, the base slip
That is, the upper surface of the core slip
In order to allow the base
The principle of sliding movement between the core slip
The
As shown in FIGS. 8 and 10,
The upper surface of the
The lower surface of the base slip
The
The top surface of the core slip
The bottom surface of the core slip
At this time, when an external external force such as an earthquake occurs, the upper surface of the core slip
Similarly, when an external external force such as an earthquake occurs, the lower surface of the core slip
The
The
The reason why the
That is, when an earthquake or the like occurs, a vertical external force acts on the
Therefore, when the
10, a
The reason why the
When the
Accordingly, when the
The core slip
In the present invention, the concave spherical surfaces of the
As described above, the core slip
The generated heat and frictional force are elements that interfere with the sliding movement of the arc type. It is necessary to minimize the heat and frictional force generated in the sliding movement of the arc type. To this end, the base slip
The heat dissipation coating is a known heat dissipation coating that minimizes heat generation due to friction, and the metal coating is also made of a metallic base slip
In order to minimize the heat and frictional force generated in the arc-type sliding movement, a concave spherical surface of the
In this case, a concave spherical surface of the
The foregoing description of exemplary embodiments of the present invention has been provided for purposes of illustration and description. It is to be understood that those skilled in the art can change or modify the embodiments without departing from the scope of the present invention. Various implementations are within the scope of the invention as defined in the claims. The scope of protection of the present invention should be construed according to the following claims, and all technical ideas within the scope of equivalents should be construed as falling within the scope of the present invention.
100: Seismic device
200: Switchgear main unit
300: horizontal plate
400: leveling means
Claims (18)
A main body 200 having a power unit installed therein;
A first horizontal plate 310 formed between the main body 200 and the earthquake-proof apparatus 100 to maintain the horizontal state of the main body 200 and the earthquake-proof apparatus 100, And a second horizontal board (320) formed between the floor or the floor.
And a plurality of seismic resistant devices (100) formed between the plurality of first horizontal plates (310) and the second horizontal plates (320)
Each of the plurality of seismic isolation devices (100)
A base plate 110 including a base upper plate 111 connected to a lower portion of the first horizontal plate 310 and a lower base plate 112 connected to an upper portion of the second horizontal plate 320,
A part of the upper inner side surface is in contact with one side surface of the base slip top plate 131 and a portion of the lower inner side surface is connected to one side surface of the base slip lower plate 132 and is formed into a hollow cylindrical shape, A rubber part 120 on which a core part 140 is formed,
The upper surface is connected to the base upper plate 111 and the lower surface is formed in a concave spherical shape having a predetermined curvature so that the core slip top plate 141 of the core portion 140 is arc- And a lower surface of the base slip plate 131 is connected to the lower base plate 112. The upper surface of the base slip plate 131 is formed into a concave spherical shape having a predetermined curvature, A base slip plate 130 including a base slip bottom plate 132 for guiding the core slip bottom plate 142 of the core slip bottom plate 142 in an arbitrary direction,
Shaped sliding movement in an arbitrary direction between the base slip plate 131 and the base slip plate 132 of the base slip plate 130 and absorbs a vertical external force due to an earthquake, And a cylindrical core portion (140)
The core portion 140 may be formed of,
The upper surface of the base slip plate 131 is formed in a convex spherical shape having the same spherical curvature as the concave spherical surface of the base slip top plate 131, A core slip top plate 141 sliding in an arc shape,
The lower surface of the base slip lower plate 132 is formed in a convex spherical shape having the same spherical curvature as that of the concave spherical surface of the base slip lower plate 132, A core slip bottom plate 142 sliding in an arc shape,
The core slip plate 142 is connected to one side of the core slip top plate 141 and the other side is connected to the core slip bottom plate 142 to absorb a vertical external force due to an earthquake, ),
A first screw thread 121 is formed around the inner surface of the cylindrical upper portion of the rubber portion 120 which is in contact with the outer circumference of one side of the base slip top plate 131, A second thread 122 is formed around the inner bottom surface of the cylindrical portion of the rubber portion 120 which is in contact with the side surface,
A thread corresponding to the first thread 121 is formed around the outer surface of the base slip top plate 131 contacting with the portion where the first thread 121 is formed and a portion corresponding to the portion where the second thread 122 is formed A thread corresponding to the second thread 122 is formed around the outer surface of the base slip lower plate 132,
The first thread 121 and the second thread 121 formed on the rubber part 120 are mutually engaged with the threads formed on the base slip top plate 131 and the base slip bottom plate 132, ,
The rubber part 120, which is a rubber material, is limited to prevent the base upper plate 111, which moves horizontally due to a horizontal external force due to an earthquake or the like, from moving excessively in the horizontal direction, A horizontal restoring force for restoring the base upper plate 111, which has been moved in a horizontal direction, to the initial position with respect to the base lower plate 112 fixed to the ground or the floor surface through the two horizontal plates 320, To provide a horizontal resisting force and a horizontal resisting force to provide a horizontal resisting force.
A main body 200 having a power unit installed therein;
A first horizontal plate 310 formed between the main body 200 and the earthquake-proof apparatus 100 to maintain the horizontal state of the main body 200 and the earthquake-proof apparatus 100, And a second horizontal board (320) formed between the floor or the floor.
And a plurality of seismic resistant devices (100) formed between the plurality of first horizontal plates (310) and the second horizontal plates (320)
Each of the plurality of seismic isolation devices (100)
A base plate 110 including a base upper plate 111 connected to a lower portion of the first horizontal plate 310 and a lower base plate 112 connected to an upper portion of the second horizontal plate 320,
A part of the upper inner side surface is in contact with one side surface of the base slip top plate 131 and a portion of the lower inner side surface is connected to one side surface of the base slip lower plate 132 and is formed into a hollow cylindrical shape, A rubber part 120 on which a core part 140 is formed,
The upper surface is connected to the base upper plate 111 and the lower surface is formed in a concave spherical shape having a predetermined curvature so that the core slip top plate 141 of the core portion 140 is arc- And a lower surface of the base slip plate 131 is connected to the lower base plate 112. The upper surface of the base slip plate 131 is formed into a concave spherical shape having a predetermined curvature, A base slip plate 130 including a base slip bottom plate 132 for guiding the core slip bottom plate 142 of the core slip bottom plate 142 in an arbitrary direction,
Shaped sliding movement in an arbitrary direction between the base slip plate 131 and the base slip plate 132 of the base slip plate 130 and absorbs a vertical external force due to an earthquake, And a cylindrical core portion (140)
The core portion 140 may be formed of,
The upper surface of the base slip plate 131 is formed in a convex spherical shape having the same spherical curvature as the concave spherical surface of the base slip top plate 131, A core slip top plate 141 sliding in an arc shape,
The lower surface of the base slip lower plate 132 is formed in a convex spherical shape having the same spherical curvature as that of the concave spherical surface of the base slip lower plate 132, A core slip bottom plate 142 sliding in an arc shape,
The core slip plate 142 is connected to one side of the core slip top plate 141 and the other side is connected to the core slip bottom plate 142 to absorb a vertical external force due to an earthquake, ),
A first protruding end portion 125 is formed around the inner surface of the cylindrical upper portion of the rubber portion 120 contacting with the outer circumference of one side of the base slip top plate 131, A second projecting end portion 126 is formed around the inner bottom surface of the cylindrical portion of the rubber portion 120,
A first insertion groove 1311 corresponding to the shape of the first projecting end portion 125 is formed around the outer side surface of the base slip top plate 131 in contact with a portion where the first projecting end portion 125 is formed, A second insertion groove 1321 corresponding to the shape of the second projecting end 126 is formed around the outer surface of the base slip lower plate 132 in contact with the portion where the projecting end 126 is formed, The first protruding end portion 125 and the second protruding end portion 126 formed on the base 120 are formed with the first and second insertion grooves 1311 and 1321 formed in the base slip top plate 131 and the base slip bottom plate 132, Respectively,
The rubber part 120, which is a rubber material, is limited to prevent the base upper plate 111, which moves horizontally due to a horizontal external force due to an earthquake or the like, from moving excessively in the horizontal direction, A horizontal restoring force for restoring the base upper plate 111, which has been moved in a horizontal direction, to the initial position with respect to the base lower plate 112 fixed to the ground or the floor surface through the two horizontal plates 320, To provide a horizontal resisting force and a horizontal resisting force to provide a horizontal resisting force.
Wherein the rubber part (120) of the rubber material is in the form of a corrugated corrugated pipe, and provides a horizontal restoring force and a vertical restoring force for a switchboard.
The concave spherical surfaces of the base slip plate 131 and the base slip bottom plate 132 of the base slip plate 130 and the concave spherical surfaces of the core slip top plate 141 and the core slip bottom plate 142 of the core portion 140 Wherein a spherical surface is provided with a heat dissipating coating or a metal coating for minimizing heat and frictional force generated in an arc-type sliding motion, and a seismic system providing a horizontal earthquake resistance and a vertical earthquake resistance for a switchboard.
Between the concave spherical surface of the base slip plate 131 of the base slip plate unit 130 and the convex spherical surface of the core slip top plate 141 of the core unit 140 and the convex spherical surface of the base slip plate unit 130 Between the concave spherical surface of the base slip lower plate 132 and the convex spherical surface of the core slip lower plate 142 of the core portion 140 is used to minimize the heat and frictional force generated in the arc- And a ball bearing (150) is formed on the outer circumference of the ball bearing (150).
A plurality of horizontal adjustment means 400 is further formed between the second horizontal board 320 and the ground or floor,
The height of the horizontal plate 400 is adjusted so that the second horizontal plate 320 is horizontally installed on the ground or the bottom surface.
In this case, the second horizontal board (320) is further provided with a horizontal system (3201) for confirming the horizontal state.
A third thread 123 is formed on the inner surface of the cylindrical middle part of the rubber part 120. A helical spring wire 124 is inserted into the third thread 123,
The spiral spring wire 124 is moved in a horizontal direction with respect to the base lower plate 112 fixed to the ground or the floor surface through the second horizontal plate 320 when the earthquake occurs and the base upper plate 111 is restored to the initial position And a horizontal resisting force is provided by absorbing a horizontal external force by an earthquake to provide a horizontal resisting force and a vertical resisting force for a switchgear.
The core body 143 has a hollow portion 1431 vertically penetrating the central portion of the core body 143. The hollow portion 1431 has a core portion 140 sliding in an arbitrary direction, ), Which is a non-uniformly applied space,
Wherein the core body (143) is made of a urethane material.
In order to increase the coupling force when a part of the inner surface of the cylindrical upper part of the rubber part 120 and a part of the inner surface of the lower cylindrical part of the rubber part 120 are connected to one side of the base slip upper plate 131 and the base slip lower plate 132, Wherein a metallic cylindrical band (127) is formed on a part of the outer surface of the cylindrical upper part of the rubber part (120) and a part of the outer surface of the cylindrical lower part to provide a horizontal resisting force and a vertical resisting force for the switchgear.
A third insertion groove 1312 is formed around one side of the outer surface of the base slip top plate 131 and a fourth insertion groove 1322 is formed around one side of the outer side surface of the base slip bottom plate 132,
A part of one end of the helical spring wire 124 is inserted and fixed in the third insertion groove 1312 and a part of the other end of the helical spring wire 124 is inserted and fixed in the fourth insertion groove 1322 And a vertical earthquake-resistant force for a switchboard.
A base plate 110 including a base upper plate 111 and a base lower plate 112,
A part of the upper inner side surface is in contact with one side surface of the base slip top plate 131 and a portion of the lower inner side surface is connected to one side surface of the base slip lower plate 132 and is formed into a hollow cylindrical shape, A rubber part 120 on which a core part 140 is formed,
The upper surface is connected to the base upper plate 111 and the lower surface is formed in a concave spherical shape having a predetermined curvature so that the core slip top plate 141 of the core portion 140 is arc- And a lower surface of the base slip plate 131 is connected to the lower base plate 112. The upper surface of the base slip plate 131 is formed into a concave spherical shape having a predetermined curvature, A base slip plate 130 including a base slip bottom plate 132 for guiding the core slip bottom plate 142 of the core slip bottom plate 142 in an arbitrary direction,
Shaped sliding movement in an arbitrary direction between the base slip plate 131 and the base slip plate 132 of the base slip plate 130 and absorbs a vertical external force due to an earthquake, And a cylindrical core portion (140)
The core portion 140 may be formed of,
The upper surface of the base slip plate 131 is formed in a convex spherical shape having the same spherical curvature as the concave spherical surface of the base slip top plate 131, A core slip top plate 141 sliding in an arc shape,
The lower surface of the base slip lower plate 132 is formed in a convex spherical shape having the same spherical curvature as that of the concave spherical surface of the base slip lower plate 132, A core slip bottom plate 142 sliding in an arc shape,
The core slip plate 142 is connected to one side of the core slip top plate 141 and the other side is connected to the core slip bottom plate 142 to absorb a vertical external force due to an earthquake, ),
The core body 143 has a hollow portion 1431 vertically penetrating the central portion of the core body 143. The hollow portion 1431 has a core portion 140 sliding in an arbitrary direction, Wherein the core body (143) is made of a urethane material. The earthquake-resistant apparatus according to claim 1, wherein the core body (143) is made of urethane.
The concave spherical surfaces of the base slip plate 131 and the base slip bottom plate 132 of the base slip plate 130 and the concave spherical surfaces of the core slip top plate 141 and the core slip bottom plate 142 of the core portion 140 Wherein a spherical surface is provided with a heat dissipating coating or a metal coating for minimizing heat and frictional force generated during sliding movement of the arc type.
Between the concave spherical surface of the base slip plate 131 of the base slip plate unit 130 and the convex spherical surface of the core slip top plate 141 of the core unit 140 and the convex spherical surface of the base slip plate unit 130 Between the concave spherical surface of the base slip lower plate 132 and the convex spherical surface of the core slip lower plate 142 of the core portion 140 is used to minimize the heat and frictional force generated in the arc- And a ball bearing (150) is formed on the inner circumferential surface of the ball bearing (150).
Wherein the rubber part (120) of the rubber material has a corrugated corrugated pipe shape.
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Cited By (3)
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KR101959200B1 (en) * | 2018-06-07 | 2019-03-19 | (주)세풍전기 | Seismic Module for Switchboard |
KR102230259B1 (en) * | 2019-11-11 | 2021-03-19 | 주식회사 현대콘트롤전기 | A seismic system and apparatus for elecrtical panel to providing horizontality and verticality resistance earthquake |
CN117937282A (en) * | 2024-03-20 | 2024-04-26 | 三耀电气有限公司 | Shockproof power distribution cabinet |
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KR101959200B1 (en) * | 2018-06-07 | 2019-03-19 | (주)세풍전기 | Seismic Module for Switchboard |
KR102230259B1 (en) * | 2019-11-11 | 2021-03-19 | 주식회사 현대콘트롤전기 | A seismic system and apparatus for elecrtical panel to providing horizontality and verticality resistance earthquake |
CN117937282A (en) * | 2024-03-20 | 2024-04-26 | 三耀电气有限公司 | Shockproof power distribution cabinet |
CN117937282B (en) * | 2024-03-20 | 2024-05-31 | 三耀电气有限公司 | Shockproof power distribution cabinet |
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