CN113006304A - Novel shock insulation device - Google Patents
Novel shock insulation device Download PDFInfo
- Publication number
- CN113006304A CN113006304A CN201911314006.5A CN201911314006A CN113006304A CN 113006304 A CN113006304 A CN 113006304A CN 201911314006 A CN201911314006 A CN 201911314006A CN 113006304 A CN113006304 A CN 113006304A
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- bearing beam
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- 230000035939 shock Effects 0.000 title claims abstract description 40
- 238000009413 insulation Methods 0.000 title description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 59
- 239000010959 steel Substances 0.000 claims abstract description 59
- 238000006073 displacement reaction Methods 0.000 claims abstract description 57
- 238000002955 isolation Methods 0.000 claims abstract description 38
- 238000009434 installation Methods 0.000 claims 1
- 239000002344 surface layer Substances 0.000 abstract description 14
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000009471 action Effects 0.000 description 4
- 230000008859 change Effects 0.000 description 4
- 238000005034 decoration Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 3
- 230000003292 diminished effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 241000282414 Homo sapiens Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The application provides a novel shock isolation device, which comprises a central displacement steel box; the tops of two ends of the central displacement steel box are respectively connected with a deformation compensation part; two ends of the bottom of the central displacement steel box are respectively provided with a position control chassis; the position control chassis is attached to the bottom of the central displacement steel box and can slide along the bottom of the central displacement steel box; a telescopic limit bearing beam is arranged between the pair of position control chassis; the central displacement steel box is connected with the limiting bearing beam through an automatic resetting device. Compared with the prior art, the beneficial effect of this application: the novel shock isolation device is high in reliability, and when the width of the shock isolation groove changes, the deformation compensation part can slide relative to the decorative surface layer or deform per se, so that buildings on two sides are protected, and the decorative surface layers of the buildings on the two sides cannot be damaged; through setting up automatic re-setting device, when the width of isolation ditch resumes, central displacement steel case can automatic re-setting, does not influence and continues to use.
Description
Technical Field
The application relates to the technical field of building shock insulation, in particular to a novel shock insulation device.
Background
Earthquake is one of serious natural disasters threatening human beings, and in order to ensure the safety of people and reduce property loss, in recent years, the nations forcibly require or recommend earthquake reduction and isolation technology to be adopted for new industrial and civil construction projects in earthquake-prone areas and areas with higher earthquake-resistant grade. Along with the application of the technology, shock insulation grooves are generated around a building, so that the shock insulation grooves need to be plugged. The mode that adopts simple steel sheet unilateral to fix among the prior art carries out the shutoff to the shock insulation ditch, however, this kind of shutoff mode reliability is low, and when the change of temperature change or earthquake took place to lead to the width of shock insulation ditch to change daily, can lead to the structure decorative cover layer of both sides to take place to destroy, influences outward appearance image and result of use, still can cause great threat to personnel and property when serious.
Disclosure of Invention
The utility model aims at above problem, provide a novel shock insulation device.
The application provides a novel shock isolation device, which comprises a central displacement steel box; the tops of two ends of the central displacement steel box are respectively connected with a deformation compensation part; two ends of the bottom of the central displacement steel box are respectively provided with a position control chassis; the position control chassis is attached to the bottom of the central displacement steel box and can slide along the bottom of the central displacement steel box; a telescopic limit bearing beam is arranged between the pair of position control chassis; the central displacement steel box is connected with the limiting bearing beam through an automatic resetting device. By adopting the technical scheme, when the novel shock insulation device is used, only the deformation compensation parts are required to be erected on the decorative surface layers of the buildings at the two ends of the shock insulation groove, and when the width of the shock insulation groove is changed, the deformation compensation parts can slide relative to the decorative surface layers or deform per se, so that the buildings at the two sides are protected, and the decorative surface layers of the buildings at the two sides cannot be damaged; when the width of the shock insulation groove is changed in a small amplitude, the position control chassis slides in the bottom of the central displacement steel box in a small amplitude; when the width of the shock insulation groove is greatly increased, the limiting bearing beam is stretched, so that the lifting of the central displacement steel box is guaranteed; when the width of the shock insulation ditch is greatly reduced, the limiting bearing beam is compressed, the central displacement steel box is lifted, and after the width of the shock insulation ditch is recovered, the central displacement steel box automatically resets under the action of the automatic resetting device, so that the continuous use is not influenced.
According to the technical scheme provided by some embodiments of the application, the limiting bearing beam comprises a pair of telescopic beams symmetrically arranged at two sides of the automatic resetting device; the telescopic beam comprises an inner core and a hollow outer rod; one end of the inner core is arranged in the outer rod; the part of the inner core extending out of the outer rod is sleeved with a telescopic spring; two ends of the extension spring are respectively fixed on the inner core and the outer rod.
According to the technical scheme provided by some embodiments of the application, the automatic resetting device comprises a connecting rod which is connected with the central displacement steel box and the limiting bearing beam; the part of the connecting rod extending out of the lower part of the limiting bearing beam is sleeved with a return spring; one end of the reset spring is connected with the limiting bearing beam, and the other end of the reset spring is connected with the limiting part fixed at the end part of the connecting rod.
According to the technical scheme provided by some embodiments of the application, a connecting block is arranged at one end of the position control chassis, which is close to the limiting bearing beam; the side surface of the connecting block is provided with a slot; two ends of the limiting bearing beam are respectively provided with a universal ball; the universal ball is arranged in the slot.
According to the technical scheme provided by some embodiments of the application, a height adjuster is fixedly connected below the position control chassis and used for adjusting the height of the position control chassis.
According to the technical scheme provided by some embodiments of the application, the height adjuster comprises a bottom plate and an adjusting plate which are arranged in parallel; an adjusting base with internal threads is arranged on the bottom plate; an adjusting rod with external threads is arranged on the adjusting plate; the adjusting rod is screwed into the adjusting base, and the distance between the adjusting plate and the bottom plate is adjusted by changing the length of the adjusting rod screwed into the adjusting base.
According to the technical scheme provided by some embodiments of the application, clamping parts with openings at the upper ends are respectively arranged at the tops of two ends of the central displacement steel box; a clamping groove is arranged on the inner side wall of the clamping part; one end of the deformation compensation part close to the clamping part is provided with a clamping hook; the clamping hook is clamped in the clamping groove.
According to the technical scheme that some embodiments of this application provided, the cover is equipped with the elastic support piece of auxiliary stay center displacement steel case on the spacing spandrel girder, is favorable to providing better support for center displacement steel case.
According to the technical scheme that some embodiments of this application provided, the both ends of central displacement steel case are the arc setting, and when the width of isolation ditch diminished by a wide margin, the arc was set to at both ends and more was favorable to central displacement steel case rebound.
According to the technical scheme provided by some embodiments of the application, the deformation compensation part is in a plate shape, and the upper surface of the deformation compensation part is provided with the anti-skid strip.
Compared with the prior art, the beneficial effect of this application: the novel shock isolation device is high in reliability, when the novel shock isolation device is used, only the deformation compensation parts are required to be erected on the decorative surface layers of the buildings at the two ends of the shock isolation groove, and when the width of the shock isolation groove is changed, the deformation compensation parts can slide relative to the structural decorative surface layers or deform per se, so that the buildings at the two sides are protected, and the decorative surface layers of the buildings at the two sides cannot be damaged; when the width of the shock insulation ditch is greatly reduced, the central displacement steel box moves upwards, and by arranging the automatic resetting device, when the width of the shock insulation ditch is restored, the central displacement steel box automatically resets, and the continuous use is not influenced.
Drawings
Fig. 1 is a schematic structural diagram of a novel seismic isolation device provided in an embodiment of the present application in an initial state;
fig. 2 is a schematic structural view of a telescopic beam of the novel seismic isolation device provided in the embodiment of the present application;
fig. 3 is a schematic structural diagram of an automatic resetting device of the novel seismic isolation device provided in the embodiment of the present application;
fig. 4 is a schematic structural diagram of a height adjuster of the novel seismic isolation device provided in the embodiment of the present application;
FIG. 5 is an enlarged view of portion A of FIG. 1;
fig. 6 is a schematic structural view of the novel seismic isolation device provided in the embodiment of the present application when the width of the seismic isolation trench is greatly increased;
fig. 7 is a schematic structural view of the novel seismic isolation device provided in the embodiment of the present application when the width of the seismic isolation trench is greatly reduced.
The text labels in the figures are represented as:
1. a building body; 2. a decorative body; 3. decorating the surface layer; 4. a center displacement steel box; 5. a deformation compensating member; 6. a position control chassis; 7. an automatic reset device; 8. a height adjuster; 9. a telescopic beam; 10. a connecting plate; 11. an inner core; 12. an outer rod; 13. a tension spring; 14. a spring fixing plate; 15. a connecting rod; 16. a return spring; 17. a limiting part; 18. connecting blocks; 19. a universal ball; 20. a base plate; 21. an adjusting plate; 22. adjusting the base; 23. adjusting a rod; 24. a hook is clamped; 25. an elastic support block; 26. a clamping part.
Detailed Description
The following detailed description of the present application is given for the purpose of enabling those skilled in the art to better understand the technical solutions of the present application, and the description in this section is only exemplary and explanatory, and should not be taken as limiting the scope of the present application in any way.
Referring to fig. 1, the present embodiment provides a novel seismic isolation device, which is disposed above a seismic isolation trench and is used for plugging the seismic isolation trench between adjacent buildings, where each building includes a building main body 1 located at a lower portion and a decoration body 2 located at an upper portion, and a surface layer 3 is disposed on the surface of the decoration body 2. The novel shock isolation device comprises a central displacement steel box 4, the tops of two ends of the central displacement steel box 4 are respectively connected with a deformation compensation part 5, the deformation compensation parts 5 are erected on a decorative surface layer 3, two ends of the bottom of the central displacement steel box 4 are respectively provided with a position control chassis 6, the position control chassis 6 is arranged on a building main body 1, the side surface of one end of the position control chassis is close to the side surface of a decorative body 2, the upper surface of the other end of the position control chassis is attached to the bottom of the central displacement steel box 4 and can slide left and right along the bottom of the central displacement steel box 4, a certain gap is left between the side surface of the central displacement steel box 4 and one side of the position control chassis 6 close to the decorative body 2 in an initial state, namely, a cavity is formed among the deformation compensation parts 5, the position control chassis 6 and the side surface of the central displacement steel box 4, so that when the width of a shock isolation ditch is small, the position control chassis 6 slides inwards by a, while the center-shift steel box 4 does not move upward. A limiting bearing beam is arranged between the pair of position control chassis 6, the limiting bearing beam is telescopic, and the limiting bearing beam is connected with the middle part of the bottom end of the central displacement steel box 4 through an automatic resetting device 7.
Referring to fig. 2, preferably, the limiting bearing beam includes a pair of telescopic beams 9 symmetrically disposed at two sides of the automatic resetting device 7 and a connecting plate 10 connecting the pair of telescopic beams 9, each telescopic beam 9 includes an inner core 11 and a hollow outer rod 12, one end of the inner core 11 is disposed in the outer rod 12, a telescopic spring 13 is sleeved on a portion of the inner core 11 extending out of the outer rod 12, spring fixing plates 14 are respectively disposed on the inner core 11 and the outer rod 12, two ends of the telescopic spring 13 are respectively fixed on the spring fixing plates 14 disposed on the inner core 11 and the outer rod 12, and the two outer rods 12 are fixedly connected through the pair of connecting plates 10. When the width of the isolation trench is changed, the extension spring 13 is correspondingly stretched or compressed, so that the length of the extension beam 9 is changed, and when the width of the isolation trench is restored, the extension spring 13 is reset.
Referring to fig. 3, preferably, the automatic resetting device 7 includes a connecting rod 15 connecting the central displacement steel box 4 and the limiting bearing beam, one end of the connecting rod 15 is fixed at the bottom of the central displacement steel box 4, the other end of the connecting rod passes through the pair of connecting plates 10 and extends to the lower side of the limiting bearing beam, a resetting spring 16 is sleeved on the part of the connecting rod 15 located below the limiting bearing beam, one end of the resetting spring 16 is connected with the connecting plate 10 located below, the other end of the resetting spring is connected with a limiting portion 17 fixed at the bottom end of the connecting rod 15, and the limiting portion 17 includes a nut and a limiting bent plate fixed on the nut. When the width of the vibration isolation ditch is greatly reduced, the position control chassis 6 on two sides slides towards the center, the central displacement steel box 4 rises and drives the connecting rod 15 to move upwards, the return spring 16 is compressed, when the width of the vibration isolation ditch is recovered, the return spring 16 is reset, the central displacement steel box 4 is reset under the action of the return spring 16, and the continuous use of the device cannot be influenced.
Preferably, one end of the position control chassis 6, which is close to the limiting bearing beam, is provided with a connecting block 18, the side face of the connecting block 18 is provided with a slot, one end of an inner rod of the limiting bearing beam, which is close to the connecting block 18, is provided with a universal ball 19, the universal ball 19 is arranged in the slot and can rotate in the slot, and the size of the opening of the slot is smaller than the diameter of the universal ball 19, so that the universal ball 19 cannot roll out of the slot in the rotating process. In the initial state, the limit bearing beam and the shock insulation ditch are installed at a certain angle along the horizontal plane, when the width of the shock insulation ditch changes, the length of the limit bearing beam changes, and meanwhile, the limit bearing beam can also do corresponding rotary motion under the action of the universal ball 19 so as to perform corresponding adjustment.
Referring to fig. 4, preferably, a height adjuster 8 is fixedly connected to a lower portion of the position control chassis 6 for adjusting a height of the position control chassis 6 according to a height of the decoration body 2, the height adjuster 8 includes a bottom plate 20 and an adjusting plate 21 that are arranged in parallel, an adjusting base 22 with internal threads is installed on the bottom plate 20, an adjusting rod 23 with external threads is installed on the adjusting plate 21, a vertical relative position between the adjusting rod 23 and the adjusting plate 21 is fixed, the adjusting rod 23 is rotatable relative to the adjusting plate 21, the adjusting rod 23 is screwed into the adjusting base 22, and a distance between the adjusting plate 21 and the bottom plate 20 is adjusted by changing a length of the adjusting rod 23 screwed into the adjusting base 22, so as to adjust the height of the position control chassis 6.
Referring to fig. 5, preferably, the tops of the two ends of the central displacement steel box 4 are respectively provided with a clamping portion 26 with an upper end open, the heights of the side walls of the two sides of the open end of the clamping portion 26 are not consistent, the side wall near one side of the decorative body 2 is lower, a clamping groove is formed in the inner side of the clamping portion, one end of the deformation compensation component 5 near the clamping portion 26 is provided with a clamping hook 24, the clamping hook 24 is clamped in the clamping groove, the lower surface of the deformation compensation component 5 is inwards recessed to form an accommodating groove, and a side wall of the clamping portion 26 with a higher open end is inserted into the.
Preferably, the outer rod 12 of the telescopic beam 9 is sleeved with an elastic supporting block 25, such as a rubber block, for assisting in supporting the center displacement steel box 4, so as to provide better support for the center displacement steel box 4.
Preferably, the both ends of central displacement steel case 4 are the arc setting, and whole central displacement steel case 4 is the basin form, and when the width of shock insulation ditch diminished greatly, the arc was set to at both ends more was favorable to central displacement steel case 4 rebound.
Preferably, the deformation compensation part 5 is plate-shaped, and the upper surface of the deformation compensation part is provided with an anti-skid strip, so that the deformation compensation part is anti-skid and attractive.
In other embodiments of the present application, the deformation compensating member 5 may also be replaced with other structural devices that can function to compensate for minor deformations, such as a building deformation joint device, as desired by the user, as long as the fit is reasonable and does not interfere with the movement of the other components.
The novel shock insulation device provided by the embodiment of the application has high reliability, when in use, only the deformation compensation part 5 needs to be erected on the decorative surface layers 3 of the buildings at two ends of the shock insulation groove, and when the width of the shock insulation groove changes, the deformation compensation part 5 can slide relative to the structural decorative surface layer 3 or deform per se, so that the buildings at two sides are protected, and the decorative surface layers 3 of the buildings at two sides cannot be damaged; when the width of the shock insulation groove is greatly increased, as shown in fig. 6, the limiting bearing beam is stretched and rotates to adapt to the change of the width of the shock insulation groove, so that the lifting of the central displacement steel box 4 is guaranteed; when the width of the shock insulation ditch is greatly reduced, as shown in fig. 7, the limiting bearing beam is compressed and rotates, the central displacement steel box 4 is lifted, and after the width of the shock insulation ditch is recovered, the central displacement steel box 4 automatically resets under the action of the automatic resetting device 7, so that the continuous use of the device is not influenced.
The principles and embodiments of the present application are explained herein using specific examples, which are provided only to help understand the method and the core idea of the present application. The foregoing is only a preferred embodiment of the present application, and it should be noted that there are no specific structures which are objectively limitless due to the limited character expressions, and it will be apparent to those skilled in the art that a plurality of modifications, decorations or changes can be made without departing from the principle of the present invention, and the technical features mentioned above can be combined in a suitable manner; such modifications, variations, combinations, or adaptations of the invention in other instances, which may or may not be practiced, are intended to be within the scope of the present application.
Claims (10)
1. A novel shock isolation device is characterized by comprising a central displacement steel box (4); the tops of two ends of the central displacement steel box (4) are respectively connected with a deformation compensation part (5); two ends of the bottom of the central displacement steel box (4) are respectively provided with a position control chassis (6); the position control chassis (6) is attached to the bottom of the central displacement steel box (4) and can slide along the bottom of the central displacement steel box (4); a telescopic limiting bearing beam is arranged between the pair of position control chassis (6); the central displacement steel box (4) is connected with the limiting bearing beam through an automatic resetting device (7).
2. The novel vibration isolation device as claimed in claim 1, wherein the limit bearing beam comprises a pair of telescopic beams (9) symmetrically arranged at two sides of the automatic resetting device (7); the telescopic beam (9) comprises an inner core (11) and a hollow outer rod (12); one end of the inner core (11) is arranged in the outer rod (12); the part of the inner core (11) extending out of the outer rod (12) is sleeved with a telescopic spring (13); two ends of the telescopic spring (13) are respectively fixed on the inner core (11) and the outer rod (12).
3. Novel seismic isolation device according to claim 1, characterized in that the automatic resetting device (7) comprises a connecting rod (15) connecting the central displacement steel box (4) and the limit bearing beam; a return spring (16) is sleeved on the part of the connecting rod (15) extending out of the lower part of the limiting bearing beam; one end of the reset spring (16) is connected with the limit bearing beam, and the other end of the reset spring is connected with a limit part (17) fixed at the end part of the connecting rod (15).
4. The novel vibration isolation device as claimed in claim 1, characterized in that one end of the position control chassis (6) close to the limiting bearing beam is provided with a connecting block (18); the side surface of the connecting block (18) is provided with a groove; two ends of the limiting bearing beam are respectively provided with a universal ball (19); the universal ball (19) is arranged in the groove.
5. Novel seismic isolation device according to claim 1, characterized in that a height adjuster (8) is fixedly connected below the position control chassis (6) for adjusting the height of the position control chassis (6).
6. Novel seismic isolation device according to claim 5, wherein the height adjuster (8) comprises a base plate (20) and an adjusting plate (21) arranged in parallel; an adjusting base (22) with internal threads is mounted on the bottom plate (20); an adjusting rod (23) with external threads is arranged on the adjusting plate (21); the adjusting rod (23) is screwed into the adjusting base (22).
7. The novel shock isolation device as claimed in claim 1, wherein the tops of the two ends of the central displacement steel box (4) are respectively provided with a clamping part (26) with an opening at the upper end; a clamping groove is formed in the inner side wall of the clamping portion (26); a clamping hook (24) is arranged at one end, close to the clamping part (26), of the deformation compensation component (5); the clamping hook (24) is clamped in the clamping groove.
8. Novel vibration isolation device according to claim 1, wherein the limiting bearing beam is sleeved with an elastic supporting block (25) for assisting in supporting the central displacement steel box (4).
9. Novel seismic isolation device according to claim 1, characterized in that the two ends of the central displacement steel box (4) are arranged in an arc.
10. A new seismic isolation installation according to claim 1, characterized in that the deformation-compensating element (5) is plate-shaped and has anti-slip strips on its upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911314006.5A CN113006304B (en) | 2019-12-19 | 2019-12-19 | Shock insulation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911314006.5A CN113006304B (en) | 2019-12-19 | 2019-12-19 | Shock insulation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113006304A true CN113006304A (en) | 2021-06-22 |
| CN113006304B CN113006304B (en) | 2024-08-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201911314006.5A Active CN113006304B (en) | 2019-12-19 | 2019-12-19 | Shock insulation device |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2679265Y (en) * | 2002-08-06 | 2005-02-16 | 杨洪 | Insulation and shock-proof system of building |
| JP2005146771A (en) * | 2003-11-19 | 2005-06-09 | Kobe Steel Ltd | Device for restoring position of building having positional deviation and base isolating system having the device |
| CN104153477A (en) * | 2014-07-02 | 2014-11-19 | 罗强 | Inward-buckling-type low-friction mobile earthquake insulation ditch device |
| CN204983216U (en) * | 2015-09-17 | 2016-01-20 | 云南震安减震科技股份有限公司 | Shock insulation ditch device capable of automatically coordinating deformation |
| KR20160023498A (en) * | 2014-08-22 | 2016-03-03 | 주식회사 앤즈디자인 | Window frame apparatus having anti-seismic structure |
| CN211850112U (en) * | 2019-12-19 | 2020-11-03 | 廊坊市泓禄建筑材料有限公司 | Novel shock insulation device |
-
2019
- 2019-12-19 CN CN201911314006.5A patent/CN113006304B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2679265Y (en) * | 2002-08-06 | 2005-02-16 | 杨洪 | Insulation and shock-proof system of building |
| JP2005146771A (en) * | 2003-11-19 | 2005-06-09 | Kobe Steel Ltd | Device for restoring position of building having positional deviation and base isolating system having the device |
| CN104153477A (en) * | 2014-07-02 | 2014-11-19 | 罗强 | Inward-buckling-type low-friction mobile earthquake insulation ditch device |
| KR20160023498A (en) * | 2014-08-22 | 2016-03-03 | 주식회사 앤즈디자인 | Window frame apparatus having anti-seismic structure |
| CN204983216U (en) * | 2015-09-17 | 2016-01-20 | 云南震安减震科技股份有限公司 | Shock insulation ditch device capable of automatically coordinating deformation |
| CN211850112U (en) * | 2019-12-19 | 2020-11-03 | 廊坊市泓禄建筑材料有限公司 | Novel shock insulation device |
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| CN113006304B (en) | 2024-08-13 |
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