JP2014231676A - Base isolation system of structure and first restoration device - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a base isolation system of a structure for not only imparting the base isolation function to the structure but also imparting the buffer function to the structure, and further imparting even the restoration function of easily restoring the structure to a predetermined position.SOLUTION: The present invention relates to the base isolation system 1 of the structure for absorbing earthquake motion by supporting the structure 6 from below, and comprises: a base isolation device 7 provided between a foundation board 5a and the structure 6 and relatively displacing the foundation board 5a and the structure 6 and; a first restoration device 3 provided between a sidewall surface 5b and the structure 6 and restoring displacement by the earthquake motion of the structure 6. The first restoration device 3 comprises a support part and a displacement part connected to the support part and compressed in the axial direction, and is provided in a plurality so as to surround the structure 6 between the sidewall surface 5b and the structure 6. The displacement part is connected to the support part so as to be compressed only toward the support part in the axial direction in a state before the earthquake motion acts on the structure 6.

Description

  The present invention not only provides a structure with a seismic isolation function, but also provides a structure with a buffer function, and further provides a structure with a restoration function for easily restoring the structure to a predetermined position. The present invention relates to a seismic system and a first restoration device.

  Conventionally, a seismic isolation building disclosed in Patent Document 1 has been proposed for the purpose of smoothly responding to a displacement of an earthquake when vibration due to an earthquake or the like acts on the building.

  The base-isolated building disclosed in Patent Document 1 is composed of a main body part and an elevator shaft, and a lower main body part constructed on an underground foundation and an upper main part constructed above the lower main body part. A plurality of seismic isolation devices composed of laminated rubber, slide shoes, etc. are arranged between the casing and the plurality of seismic isolation devices to allow horizontal displacement of the upper main chassis. .

  Further, the base-isolated building disclosed in Patent Document 1 is between the outer peripheral portion of the lower shaft portion of the elevator shaft integrally coupled to the upper main body portion, and the inner peripheral portion of the shaft housing space of the elevator shaft, A plurality of horizontal displacement absorbing mechanisms including springs, dampers, and the like are arranged, and the horizontal displacement of the lower shaft portion is controlled by the plurality of horizontal displacement absorbing mechanisms.

Japanese Patent Laid-Open No. 11-350782

  However, in the base-isolated building disclosed in Patent Document 1, a plurality of base-isolated devices arranged between the lower main body part and the upper main body part are composed of laminated rubber, slide shoes, etc., and laminated rubber This is to follow the displacement in the horizontal direction due to the earthquake motion only in the range in which can be elastically deformed and the length of the slide shoe rail. For this reason, the seismic isolation building disclosed in Patent Document 1 may cause the building to resonate with the seismic motion, and when the unexpected seismic motion acts on the building, the seismic isolation device can follow the seismic isolation device. There is a problem that the horizontal displacement that can be performed is limited, the large horizontal displacement of the building cannot be sufficiently absorbed, and the building may fall off the laminated rubber and collapse.

  In addition, in the seismic isolation building disclosed in Patent Document 1, when a plurality of seismic isolation devices composed of slide shoes are arranged, the rails of the slide shoes are provided in a well shape, and the horizontal direction is two directions. It follows the displacement only. For this reason, in the base-isolated building disclosed in Patent Document 1, the horizontal direction that can be followed by a plurality of base-isolated devices is limited to only two directions with respect to seismic motion acting on the building from all directions. Cannot be absorbed sufficiently, and there is a problem that the building may collapse due to falling off the rail.

  Furthermore, in the seismic isolation building disclosed in Patent Document 1, a plurality of horizontal displacement absorbing mechanisms arranged between the outer peripheral portion of the lower shaft portion and the inner peripheral portion of the shaft housing space are configured by springs, dampers, and the like. The horizontal displacement of the lower shaft portion is controlled by this spring, damper, or the like. For this reason, the seismic isolation building disclosed in Patent Document 1 has the original position of the horizontally displaced building when an unexpected earthquake motion acts on the building and the building is horizontally displaced and stationary. The building cannot be displaced horizontally when another seismic motion acts on this building, and the building may fall off the laminated rubber and collapse. there were.

  Therefore, the present invention has been devised in view of the above-mentioned problems, and the object of the present invention is to collapse the structure even when unexpected large earthquake motion acts on the structure. A structure that not only gives the structure a seismic isolation function, but also gives the structure a cushioning function, and also gives a restoration function to easily restore the structure to a predetermined position. An object of the present invention is to provide a seismic isolation system and a first restoration device.

  A seismic isolation system for a structure according to a first aspect of the invention is a seismic isolation system for a structure that supports the structure from below and absorbs ground motion, and is provided between the foundation board and the structure. A seismic isolation device that relatively displaces the structure, and a first restoration device that is provided between the side wall surface and the structure and restores the displacement due to the earthquake motion of the structure, the first restoration device comprising: A plurality of support portions and displacement portions connected to the support portions and compressing in the axial direction are provided so as to surround the structure between the side wall surface and the structure. In a state before acting, the displacement portion is connected to the support portion so as to compress only toward the support portion in the axial direction.

  A seismic isolation system for a structure according to a second invention is a seismic isolation system for a structure that supports the structure from below and absorbs ground motion, and is provided between the foundation board and the structure. A seismic isolation device that relatively displaces the structure, and a first restoration device that is provided on a bottom plate of the structure and restores displacement due to the earthquake motion of the structure, the first restoration device comprising: a support; A displacement portion that is connected to the support portion and compresses in the axial direction, between the protruding portion provided on the base plate and the wall surface of the hollow portion provided on the bottom plate of the structure. It is provided with two or more, It is connected to the said support part so that the said displacement part may be compressed only toward the said support part in an axial direction in the state before an earthquake motion acts on a structure.

  A seismic isolation system for a structure according to a third aspect of the present invention is the pressurizing apparatus according to the first aspect or the second aspect, attached to the plurality of first restoring devices and connecting each of the support portions in series. The first restoration device is connected to the support portion so that the displacement portion is compressed only in the axial direction toward the support portion before the ground motion acts on the structure. The pressurizing device is characterized in that, in a state after the earthquake motion is applied to the structure, the displacement portion is extended in the axial direction by pressurizing each of the support portions in series over a plurality of the support portions.

  A seismic isolation system for a structure according to a fourth invention is the second invention provided in any one of the first to third inventions, between the foundation board and the structure, extending from the foundation board to the internal space of the structure. The second restoration device is further connected to the lower plate portion attached to the foundation board, the upper plate portion attached to the internal space of the structure, the lower plate portion, and the upper plate portion. And an elastic column body.

  The seismic isolation system for a structure according to a fifth invention is the seismic isolation system for a structure according to the fourth invention, wherein the second restoring device includes a jack member for removing the lower plate portion and the elastic column and jacking up the structure. It can be attached to the upper plate part.

  The seismic isolation system for a structure according to a sixth aspect of the present invention further comprises a first jack device provided between the foundation board and the structure according to any one of the first to fifth aspects, wherein the first jack device is The bottom plate of the structure is lifted upward by water pressure or hydraulic pressure to jack up the structure.

  A seismic isolation system for a structure according to a seventh aspect of the present invention is the system according to any one of the first to sixth aspects, further comprising a second jack device provided between the foundation board and the structure, wherein the second jack device is The swelling material is made to expand by adding water, thereby lifting the bottom plate of the structure upward and jacking up the structure.

  The 1st restoration device concerning the 8th invention is the 1st restoration device with which the seismic isolation system of the structure in any one of the 1st invention-the 7th invention is provided, and the 1st restoration device is each said support part. Opening the first solenoid valve connected at the same time, and closing the second solenoid valve connecting each of the support portions in series over a plurality, the shock caused by the earthquake motion acting on the structure, Energy is absorbed by compression of the displacement portion in the axial direction, and the first electromagnetic valve is closed and the second electromagnetic valve is opened, so that each of the support portions is connected in series. By applying pressure to the structure, the displacement caused by the earthquake motion acting on the structure is restored by the extension of the displacement portion in the axial direction.

  A first restoring device according to a ninth invention is the first restoring device according to the eighth invention, wherein the displacement portion is attached with a displacement sensor, so that the orifice diameter is expanded or contracted in accordance with the displacement or speed caused by the earthquake motion applied to the structure, The rigidity to be controlled is controlled.

  According to the first invention and the second invention, the first restoration device can be used as a shock absorber in a state before the structure is restored to a predetermined position, and the structure is displaced horizontally by an earthquake. The effect of absorbing impact energy is exhibited, and a buffer function can be imparted to the structure.

  In particular, according to the third aspect of the present invention, the displacement portion can be collectively extended toward the structure in the axial direction using the pressurizing device after the earthquake motion is applied to the structure. Even when the horizontal displacement is caused by the earthquake motion, the structure is restored to a predetermined position by pushing the structure with the displacement portion of the first restoration device and the displacement portion of the first restoration device is in the full length state. It is possible to give the structure a restoration function that can be used.

  In particular, according to the fourth invention, the lower plate portion and the upper plate portion are connected by the elastic column body, and the seismic motion acts on the structure. The column body can be followed, and a restoration function capable of restoring the horizontal displacement to a predetermined position can be given to the structure.

  In particular, according to the fifth invention, the structure can be jacked up by the second restoring device and separated from the foundation board, and the seismic isolation device can be easily repaired or replaced. According to the fifth aspect of the present invention, in the second restoring device, a jack member may be built in instead of the elastic column body from the beginning, and it is always held in a non-contact manner on the foundation board.

  In particular, according to the sixth and seventh inventions, for example, even when it is necessary to replace the seismic isolation device in the future, the bottom plate of the structure is lifted upward to jack the structure. By upgrading, it is possible to easily replace these seismic isolation devices.

  In particular, according to the eighth and ninth inventions, the first restoring device can be used as a shock absorber in a state before restoring the structure to a predetermined position, and the structure is displaced in the horizontal direction due to the earthquake. It is possible to exhibit an effect of absorbing energy when the shock is applied and to impart a buffering function to the structure. Moreover, according to the 8th invention and the 9th invention, in a state after the seismic motion is applied to the structure, the displacement portion can be collectively extended toward the structure in the axial direction using the pressurizing device. Even if the structure is displaced in the horizontal direction due to the earthquake motion, the structure is moved by pushing the structure from the four sides with the displacement portion of the first restoration device so that the displacement portion of the first restoration device is in the full length state. It is possible to give the structure a restoration function that can be restored to a predetermined position.

(A) is a front view which shows the structure provided with 1st Embodiment of the seismic isolation system which concerns on this invention, (b) is provided with 1st Embodiment of the seismic isolation system which concerns on this invention. FIG. (A) is a front view which shows the structure provided with 2nd Embodiment of the seismic isolation system which concerns on this invention, (b) is provided with 2nd Embodiment of the seismic isolation system which concerns on this invention. FIG. (A) is a front view which shows the seismic isolation apparatus of the seismic isolation system which concerns on this invention, (b) is a top view which shows the base of the seismic isolation apparatus of the seismic isolation system which concerns on this invention, ( c) is a top view which shows the sliding board of the seismic isolation apparatus of the seismic isolation system which concerns on this invention. It is a top view which shows the modification of the base of the seismic isolation apparatus of the seismic isolation system which concerns on this invention. (A) is a side view which shows the convex curve part of the base of the seismic isolation apparatus of the seismic isolation system which concerns on this invention, (b) is a top view which shows the convex curve part of a base, (c ) Is a side view showing a modified example of the convex curved surface portion of the base, and (d) is a plan view showing a modified example of the convex curved surface portion of the base. It is a top view which shows the state by which the slit was formed in the convex curve part of the base of the seismic isolation apparatus of the seismic isolation system which concerns on this invention. (A) is a top view which shows the other modification of the convex-curved surface part of the base of the seismic isolation apparatus of the seismic isolation system which concerns on this invention, (b) is the seismic isolation of the seismic isolation system which concerns on this invention It is a side view which shows the other modification of the convex curve part of the base of an apparatus. It is a side view which shows the state in which the seismic isolation apparatus of the seismic isolation system which concerns on this invention was mounted on the foundation board. It is a side view which shows the base of the seismic isolation apparatus of the seismic isolation system which concerns on this invention, and the modification of a sliding board. It is a front view which shows the modification of the seismic isolation apparatus of the seismic isolation system which concerns on this invention. It is a front view which shows the other modification of the seismic isolation apparatus of the seismic isolation system which concerns on this invention. It is explanatory drawing which shows the 1st decompression | restoration apparatus and pressurization apparatus of the seismic isolation system which concerns on this invention. (A) is a front view which shows the structure provided with 3rd Embodiment of the seismic isolation system which concerns on this invention, (b) is provided with 3rd Embodiment of the seismic isolation system which concerns on this invention. FIG. It is a front view which shows the state which jacked up the structure with the 2nd decompression | restoration apparatus of the seismic isolation system which concerns on this invention. It is a front view which shows the state which jacks up a structure with a 2nd decompression | restoration apparatus in 3rd Embodiment of the seismic isolation system which concerns on this invention. (A) is a front view which shows the state before jacking up a structure with the 1st jack apparatus in 4th Embodiment of the seismic isolation system which concerns on this invention, (b) is the top view. (A) is a front view which shows the state after jacking up a structure with the 1st jack apparatus in 4th Embodiment of the seismic isolation system which concerns on this invention, (b) is the top view. (A) is a front view which shows the state after jacking up a structure in the modification of the 1st jack apparatus in 4th Embodiment of the seismic isolation system which concerns on this invention, (b) is the top view It is. (A) is a front view which shows the state before jacking up a structure with the 2nd jack apparatus in 4th Embodiment of the seismic isolation system which concerns on this invention, (b) is the top view. (A) is a front view which shows the state after jacking up a structure with the 2nd jack apparatus in 4th Embodiment of the seismic isolation system which concerns on this invention, (b) is the top view.

  Hereinafter, the form for implementing the seismic isolation system 1 to which this invention is applied is demonstrated in detail, referring drawings.

  As shown in FIG. 1, the seismic isolation system 1 to which the present invention is applied includes a semi-underground structure, an underground structure, such as a small to large-sized building, a nuclear power plant, or the like that is constructed in the underground housing unit 5. It is attached to the structure 6 such as an object or a ground structure.

  The underground housing portion 5 includes a base plate 5a that supports the structure 6 and a side wall surface 5b that surrounds the structure 6 from four sides, and is below the ground surface 5c so that the structure 6 can be housed. Is built into parts.

  The structure 6 includes a structure bottom board 6a supported from the foundation board 5a, and a structure wall section 6b provided so as to surround the structure bottom board 6a. The structure bottom board 6a and the structure wall section 6b An internal space 6c is formed inside.

  In addition, as shown in FIG. 2, the seismic isolation system 1 to which the present invention is applied is attached to a structure 6 such as a small to large-sized building constructed above a foundation board 5a provided on the ground or underground. It can also be provided.

  As shown in FIG. 1, the seismic isolation system 1 to which the present invention is applied is provided between the base plate 5 a and the structure bottom plate 6 a so that the base plate 5 a and the structure 6 are relative to each other. And a plurality of first restoring devices 3 arranged side by side in the vertical direction between the side wall surface 5b and the structure wall portion 6b. The seismic isolation system 1 to which the present invention is applied further includes a pressurizing device 4 connected to the plurality of first restoring devices 3.

  In the seismic isolation system 1 to which the present invention is applied, the structure bottom board 6a of the structure 6 is exempted by further providing the structure bottom board 6a on the seismic isolation device 7 provided on the foundation board 5a. The seismic device 7 supports the seismic motion by supporting it from below.

  For example, as shown in FIG. 3A, the seismic isolation device 7 includes a flat base 11 in which a plurality of upward convex curved surface portions 12 are formed on the upper surface 11a, and a substantially flat sliding portion 23 on the lower surface 21b. Is formed by placing the sliding plate 21 on the base 11. The seismic isolation device 7 is provided so that even when the base plate 11 is detached from the planing plate 21, the planing plate 21 naturally stops after the planing plate 21 moves to some extent due to inertia.

  As shown in FIG. 3B, the base 11 is formed in a substantially square flat plate with four corners chamfered, and a plurality of convex curved surface portions 12 are regularly arranged on the upper surface 11a on the sliding plate 21 side. The The base 11 has a length of approximately 50 cm and a thickness of approximately 1.5 mm on four sides of a substantially square, but is not limited thereto, and may be any size. The base 11 is made of metal, and is particularly preferably made of stainless steel, but is not limited to this, and may be made of glass, resin, or the like.

  The base 11 may be coated with a film having predetermined physical properties in order to control the coefficient of friction or protect it from corrosion. The base 11 may cover at least the surface of the convex curved surface portion 12 with a hard material such as metal or ceramics, and adjust the surface roughness by adding a surface hardening treatment such as carburizing treatment or boride treatment. Thus, the coefficient of friction can be controlled.

  The convex curved surface portion 12 sets the interval t between the top portions 12a of the adjacent convex curved surface portions 12 to about 25 mm. The convex curved surface portion 12 has an interval t determined based on an allowable load load and the like, and the interval t is in a range of 2 mm to 100 mm, so that dust or dust between adjacent convex curved surface portions 12 can be eliminated, or a convex curved surface. It becomes easy to manufacture the part 12 by press molding. The convex curved surface portion 12 is desirably formed in a substantially circular shape, but is not limited thereto, and may be formed in any shape.

  The convex curved surface portion 12 is formed by regularly aligning vertically and horizontally in a plan view, but is not limited thereto, and may be formed in a staggered manner as shown in FIG. Further, as shown in FIG. 4 (b), they can be formed irregularly, and as shown in FIG. 4 (c), convex curved surface portions 12 having different sizes are regularly arranged and formed. You can also.

  As shown in FIGS. 5A and 5B, the convex curved surface portion 12 has, for example, a diameter d12 of the convex curved surface portion 12 of about 10 mm in plan view, a radius of curvature of the top portion 12a of about 30 mm, and a height H of about 10 mm. It is formed by pressing or the like so as to be 1.0 mm. The convex curved surface portion 12 is not limited to this, and as shown in FIGS. 5C and 5D, a substantially circular raised portion 12 b may be formed outside the concentric circle of the convex curved surface portion 12 in plan view. . Thereby, the convex-curved surface portion 12 is given flexibility (spring property) in the vertical direction, and can absorb unevenness (poor planar accuracy) of the base plate 5a. Even if the convex curved surface portion 12 is formed with a raised portion 12b on the outer side of the concentric circle, if the raised portion 12b freely elastically deforms even if the raised portion 12b is deformed, It can be absorbed.

  As shown in FIGS. 6A and 6B, the convex curved surface portion 12 may be formed with intermittent slits 12 c along the circumferential direction of the convex curved surface portion 12 in plan view. The slit 12c may be penetrated, and may be comprised by the non-penetrating groove | channel. Since the convex curved surface portion 12 is provided with the slits 12c, internal stress generated when a large number of convex curved surface portions 12 are press-molded into a single steel plate can be released, and the planar accuracy of the steel plate is ensured. can do.

  As shown in FIGS. 7A and 7B, the convex curved surface portion 12 can be made of a material of the base 11 made of synthetic resin, and the convex curved surface portion 12 can be filled with a curing agent 87. The compressive strength of the convex curved surface portion 12 can be improved, and a sufficient supporting force can be maintained. Moreover, the convex curved surface part 12 can also make the foam 85 fit around the convex curved surface part 12, and can accumulate a lubricant, and can also stabilize sliding performance. Furthermore, the convex curved surface part 12 can also be provided with a minute depression in the top part 12a to fill the oil, and the oil is applied to the lower surface 21b of the sliding board 21 through the top part 12a of the convex curved part 12 so that the sliding board The dynamic friction coefficient between the base 21 and the base 11 can be adjusted naturally.

  As shown in FIG. 3C, the planing plate 21 is formed in a substantially square flat plate with four corners chamfered, and the length of the four sides of the substantially square is about 50 cm and the thickness is about 1.6 mm. Not limited to this, it may be configured in a size larger than the base 11 or any size. The sliding plate 21 is made of metal, and is particularly preferably made of stainless steel, but is not limited thereto, and may be made of glass, resin, or the like, and may be made of stainless steel only for the surface layer. .

  As shown in FIG. 8A, the sliding plate 21 has a bottom surface 21 b substantially flat without forming the concave curved surface portion 22 and the through hole 22 a, and is a sliding portion other than a contact portion with the convex curved surface portion 12. 23 can be coated with a lubricant. This lubricant is typified by grease, tetrafluoroethylene resin, silicon resin, or the like, and reduces the coefficient of friction at the sliding portion 23 of the lower surface 21b of the sliding plate 21 to improve the slipperiness. . This lubricant may be a mixture of diamond or other powder having a particle size of 1 μm to 50 μm, and is applied with a material having a viscosity of 100 cst or more such as silicon oil, grease, heavy oil, wax, etc. Also good.

  As shown in FIG. 8 (b), the sliding plate 21 is formed with a sliding portion 23 on the lower surface 21 b and is subjected to sandblasting or the like on the contact portion with the convex curved surface portion 12, thereby providing a high friction portion having a large friction coefficient. 22b can also be formed. The sliding plate 21 uses the high friction portion 22b having a large friction coefficient as a contact portion with the convex curved surface portion 12, and applies a lubricant with a small friction coefficient other than the contact portion with the convex curved surface portion 12. Thus, it is possible to freely adjust both the resistance until the sliding plate 21 starts to slide and the slipperiness after the sliding plate 21 starts to slide.

  The sliding board 21 slides at a normal time when no earthquake occurs by setting the static friction coefficient in a state where the high friction part 22b and the convex curved surface part 12 are in contact with each other to 0.10 to 0.40. The movement of the plate 21 can be suppressed, and the structure 6 can be prevented from being easily moved by a slight impact.

  As shown in FIG. 8C, the sliding plate 21 may have a plurality of concave curved surface portions 22 regularly arranged on the lower surface 21b so as to correspond to the arrangement position of the convex curved surface portions 12 in a plan view. The planing plate 21 is not limited to this, and as shown in FIG. 8D, the through holes 22a are regularly formed in place of the concave curved surface portions 22 in correspondence with the arrangement positions of the convex curved surface portions 12 in a plan view. It may be arranged.

  The concave curved surface portion 22 desirably has the same radius of curvature as the top portion 12 a of the convex curved surface portion 12, but is not limited thereto, and may have a larger radius of curvature than the top portion 12 a of the convex curved surface portion 12. As shown in FIG. 9A, the concave curved surface portion 22 can have a depth h22 that is shallower than the height H of the top portion 12a of the convex curved surface portion 12, for example, a depth of 0.05 mm to 0.50 mm. It is formed by pressing or the like so as to be h22. It is desirable that the concave curved surface portion 22 has a diameter d22 larger than the diameter d12 of the convex curved surface portion 12 so that the top portion 12a of the convex curved surface portion 12 can come into contact with the inside of the concave curved surface portion 22.

  In the concave curved surface portion 22, the static friction coefficient in a state where the convex curved surface portion 12 is fitted depends on the depth of fitting. For example, the concave curved surface portion 22 can suppress the movement of the sliding plate 21 at a normal time when no earthquake occurs by setting the static friction coefficient to 0.10 to 0.40. It is possible to prevent 6 from being easily moved by a slight impact.

  As shown in FIG. 9 (b), the through hole 22a has a diameter d22a shorter than the diameter d12 of the convex curved surface portion 12 so that only the top portion 12a of the convex curved surface portion 12 is fitted. It is formed using a punching tool. If the convex curved surface portion 12 is formed in a substantially circular shape in a plan view, the through holes 22a are formed in a substantially circular shape in a plan view corresponding to the through hole 22a, so that the through holes 22a are fitted in a stable state. be able to.

  In the through hole 22a, the static friction coefficient in a state in which the convex curved surface portion 12 is fitted depends on the depth of fitting. For example, the through-hole 22a can suppress the movement of the sliding board 21 at the normal time when an earthquake does not occur by setting the static friction coefficient to 0.10 to 0.40. Can be prevented from being easily moved by a slight impact.

  The seismic isolation device 7 may be filled with a water-stopping material such as gel-like or sol-like grease or wax between the base 11 and the sliding plate 21. Thereby, the seismic isolation device 7 can prevent water and dust from entering between the base 11 and the sliding plate 21, thereby realizing rust prevention and corrosion prevention of the seismic isolation device 7. Moreover, the seismic isolation device 7 can avoid rainwater or the like from entering the interior by providing a water stop material at the periphery of the sliding plate 21.

  The seismic isolation device 7 seals the space between the base 11 and the sliding plate 21 with a sealing material at the periphery of the seismic isolation device 7, and converts the existing air inside to an inert gas such as nitrogen gas or argon gas. By substituting, it is possible to prevent the base 11 made of metal or the like and the sliding plate 21 from being oxidized by air, and to realize rust prevention and corrosion prevention of the seismic isolation device 7. The seismic isolation device 7 can improve chemical resistance against sulfuric acid, hydrochloric acid, aqua regia, and the like by covering the surface of the base 11 and the sliding plate 21 with polyethylene or the like.

  The seismic isolation device 7 is set low so that the dynamic friction coefficient is about 0.04 when the convex curved surface portion 12 is brought into contact with the substantially flat sliding portion 23. For this reason, the seismic isolation device 7 exceeds the static frictional force between the convex curved surface portion 12 and the high friction portion 22b due to the action of earthquake motion, and the convex curved surface portion 12 slides when the convex curved surface portion 12 moves to the sliding portion 23. The portion 23 can be smoothly slid. Thereby, the seismic isolation apparatus 7 can absorb the vibration of an earthquake because the convex-curved surface part 12 slides by the sliding part 23 at the time of an earthquake. The dynamic friction coefficient can be set lower by covering the surface of the convex curved surface portion 12 with a hard material such as metal or ceramics, or by adding a surface hardening process such as a carburizing process or a boring process. And stable sliding performance can be obtained.

  As shown in FIG. 10 (a), the seismic isolation device 7 comprises a foundation board 5a made of a concrete board or the like, and a granular material 24 such as sand or powder is laid on the foundation board 5a. 6a (for example, made of concrete) may be placed. In addition, as shown in FIG. 10 (b), the seismic isolation device 7 is made of a low amount of ethylene tetrafluoride, polyethylene, glass fiber reinforced resin, or the like between the concrete base plate 5a and the concrete structure bottom plate 6a. One or two friction sheets 25 may be stacked and sandwiched. In addition, as shown in FIG. 10 (c), the seismic isolation device 7 supplies air by an electric pump or the like between the base plate 5a and the structure bottom plate 6a, and provides an air layer 26 by applying air pressure. You can also. Furthermore, as shown in FIG. 10 (d), the seismic isolation device 7 can also make the concrete foundation board 5a and the concrete structure bottom board 6a natural friction in a dry touch state as they are.

  As described above, the seismic isolation device 7 reduces the distance between the base plate 5a and the structure bottom plate 6a, and the base plate 5a and the structure bottom plate 6a are connected to each other by being raised with laminated rubber or the like. It is configured without. At this time, when the seismic motion acts on the structure 6, the seismic isolation device 7 relatively displaces the foundation board 5a and the structure bottom board 6a in the substantially horizontal direction, and the structure bottom board 6a is used as the foundation board 5a. It is configured to be able to slide on the top.

  As a result, the seismic isolation device 7 reduces the distance between the foundation board 5a and the structure bottom board 6a, thereby making the load applied from the structure 6 uniform, and reducing the structure bottom board 6a of the structure 6 It becomes possible to support from below. Further, the seismic isolation device 7 is configured without the base board 5a and the structure bottom board 6a being raised and connected to each other by laminated rubber or the like, and the structure bottom board 6a can slide on the base board 5a. Because it is configured to be able to achieve stable slipping with the structure 6 mounted, it can take as much distance as possible for seismic isolation, even in unexpected large earthquakes in all directions It is possible to exhibit the effect of sufficiently attenuating the vibration acting from the above, and to impart a stable seismic isolation function to the structure 6.

  As shown in FIG. 3A, the seismic isolation device 7 has a flat base 11 in which a plurality of upward convex curved surface portions 12 are formed on the upper surface 11a, and a substantially flat sliding portion 23 on the lower surface 21b. A flat plate-like sliding plate 21, and is provided by placing the sliding plate 21 on the base 11. The seismic isolation device 7 is provided so that even when the base plate 11 is detached from the planing plate 21, the planing plate 21 naturally stops after the planing plate 21 moves to some extent due to inertia.

  The seismic isolation device 7 is not limited to this, and a laminated rubber 71 is provided below the pillar 62 of the structure 6 between the base plate 5a and the structure bottom plate 6a as shown in FIG. It can also be configured to be raised. Further, as shown in FIG. 11B, the seismic isolation device 7 is configured such that a bearing 72 is provided below the pillar 62 of the structure 6 between the base plate 5a and the structure bottom plate 6a. It can also be. Furthermore, as shown in FIG. 11C, the seismic isolation device 7 includes a sheet 73 such as Teflon (registered trademark) between the base plate 5 a and the structure bottom plate 6 a below the pillar 62 of the structure 6. It can also be provided and configured.

  As shown in FIG. 12, the first restoration device 3 restores the horizontal displacement caused by the seismic motion of the structure 6. The first restoration device 3 is attached to the side wall surface 5 b, and is connected to the support portion 31 to form a shaft. A plurality of displacement portions 32 that are displaced in the core direction are provided, and a plurality of structures 6 are provided so as to surround the structure 6 from four directions.

  The support part 31 is fixed to the side wall surface 5b with an anchor bolt or the like, and a displacement part accommodating chamber 31a is formed inside. The support part 31 is used by filling the displacement part accommodation chamber 31 a formed inside the support part 31 with air, oil, or the like. The support portion 31 is not limited to this, and may be fixed to the structure wall portion 6b with an anchor bolt or the like.

  The displacement part 32 is accommodated in the displacement part accommodating chamber 31a of the support part 31 by being displaced in the axial direction. The displacement part 32 exhibits a buffer function when displaced in the axial direction by air, oil, or the like filled in the displacement part accommodation chamber 31a of the support part 31. The displacement portion 32 is connected to the support portion 31 in the full length state so that the displacement portion 32 is compressed only toward the side wall surface 5b in the axial direction in a state before the earthquake motion acts on the structure 6. The displacement portion 32 is not limited to this, and when the support portion 31 is fixed to the structure wall portion 6b, the displacement portion 32 is compressed only toward the structure wall portion 6b in the axial direction so that the entire length of the displacement portion 32 is increased. You may connect to the support part 31 in a state.

  The displacement portion 32 compresses an air damper or an oil damper that is pushed toward the side wall surface 5b by the structure wall portion 6b when a seismic motion acts on the structure 6 to buffer the movement of the structure 6 in the horizontal direction. Used as a damper. The displacement portion 32 initially increases in pressing force in proportion to the displacement speed due to the displacement speed acting in the axial direction from the structure wall 6b. The displacement portion 32 has a bilinear relationship between the pressing force and the displacement rate in the axial direction. When the predetermined pressing force is reached, the displacement portion 32 is pushed regardless of the increase in the displacement rate in the axial direction. The pressure becomes almost constant.

  The displacement portion 32 is provided between the base plate 5a and the structure bottom plate 6a when a laminated rubber 71, a bearing 72, or a sheet 73 such as Teflon (registered trademark) is provided below the pillar 62 of the structure 6. A displacement sensor can also be attached. At this time, the displacement portion 32 is attached with a displacement sensor, so that the orifice diameter of the orifice 45 is expanded or contracted according to the displacement or speed caused by the earthquake motion applied to the structure 6 as shown in FIG. The flow rate of oil or the like that passes through is restricted, and the displacement rigidity is controlled. Thereby, the displacement part 32 can adjust the damping force by an air damper or an oil damper so that the sheet | seat 73, such as the raised laminated rubber 71, the bearing 72, or Teflon (trademark), does not fall off.

  The displacement part 32 has a flat base 11 used as the seismic isolation device 7 and a flat planing board 21 superimposed on a front end surface part 32a facing the structure wall part 6b of the structure 6. It is attached. The displacement portion 32 is not limited to this, and a bearing, a two-layer polyethylene sheet, a two-layer Teflon (registered trademark) sheet, grease, tetrafluoroethylene resin, silicon resin, or the like may be used.

  The displacement part 32 is a base 11 in which a plurality of convex curved surface parts 12 are formed sideways by attaching a flat base 11 used as the seismic isolation device 7 and a flat planing board 21 sideways. And a sliding plate 21 on which a sliding portion 23 is formed facing the convex curved surface portion 12.

  The displacement portion 32 is used by overlapping the base 11 and the sliding plate 21 with the distal end surface portion 32a, so that the frictional force in the vertical and horizontal directions acting on the distal end surface portion 32a of the displacement portion 32 and the structure wall portion 6b is used. Can be reduced. Thereby, even if the displacement part 32 is a case where the structure wall part 6b of the structure 6 is displaced to the up-down direction by the effect | action of a seismic motion, the displacement part 32 is applied by the up-down-left-right direction frictional force which acts from the structure wall part 6b. It is possible to avoid the damage of the first restoring device 3 due to the fact that 32 is bent in the vertical and horizontal directions.

  The pressurizing device 4 connects the hose 41 and the like to the displacement portion accommodation chamber 31a of the support portion 31 of the first restoration device 3, and connects the displacement portion accommodation chambers 31a of the plurality of support portions 31 of the first restoration device 3 in series. To be connected. In the pressurizing device 4, one pump 42 and the like are connected to the start end portion 41a and the end end portion 41b of the hose 41 and the like that connect the displacement portion accommodating chambers 31a of the support portions 31 of the plurality of first restoring devices 3 in series. The

  The pressurizing device 4 includes a first electromagnetic valve 43 connected to the displacement portion accommodating chamber 31a of each supporting portion 31 of the first restoring device 3 together with an orifice 45 and a spare tank, and the supporting portion 31 of the first restoring device 3. A plurality of second electromagnetic valves 44 that connect the plurality of support portions 31 in series by a hose 41 connected to the displacement portion accommodating chamber 31a are provided.

  The pressurizing device 4 is such that the displacement toward the side wall surface 5b in the axial direction of the displacement portion 32 pressurizes each support portion 31 in series with the pump 42 in a state after the earthquake motion is applied to the structure 6. Thus, the displacement portion 32 is extended toward the structure 6 in the axial direction. The pressurizing device 4 is not limited to this, and when the support portion 31 is fixed to the structure wall portion 6b, the displacement portion 32 may be extended toward the side wall surface 5b in the axial direction.

  As shown in FIG. 12, the pressurizing device 4 always opens the first electromagnetic valve 43 and keeps the second electromagnetic valve 44 closed in a state before the structure 6 is restored to a predetermined position. . As a result, the first restoring device 3 is used as a shock absorber that absorbs energy when the structure 6 is displaced in the horizontal direction due to the earthquake motion by compressing the displacement portion 32 in the axial direction. Functions can be added.

  The pressurizing device 4 closes the first electromagnetic valve 43 and opens the second electromagnetic valve 44 when the structure 6 is restored to a predetermined position after the earthquake occurs. By pressurizing the support part 31 in series over a plurality, the displacement part 32 of the first restoration device 3 can be extended to the full length state in the axial direction, and the structure 6 is displaced by the displacement part of the first restoration device 3. The displacement caused by the seismic motion applied to the structure 6 by being pushed from four directions at 32 can be restored by the extension of the displacement portion 32 in the axial direction.

  The seismic isolation system 1 to which the present invention is applied has a structure in which a flat planing plate 21 on which a sliding portion 23 is formed is placed on a flat base 11 on which a convex curved surface portion 12 is formed. It is possible to support the structure bottom plate 6a of the structure 6 from below by making the load applied from 6 uniform.

  The seismic isolation system 1 to which the present invention is applied is configured by placing a flat planing plate 21 on which a sliding portion 23 is formed on a flat base 11 on which a convex curved surface portion 12 is formed. It is possible to smooth the slip of 21 and realize a stable slip with the structure 6 placed on it, so that the seismic isolation movable distance can be increased as much as possible. However, the effect of sufficiently attenuating vibrations acting from all directions can be exhibited, and the structure 6 can be provided with a seismic isolation function.

  In the seismic isolation system 1 to which the present invention is applied, the first electromagnetic valve 43 of the pressurizing device 4 is always opened and the second electromagnetic valve 44 is always closed in a state before the structure 6 is restored to a predetermined position. By setting it in a state, the first restoring device 3 can be used as a shock absorber, exhibiting the effect of absorbing impact energy when the structure 6 is displaced in the horizontal direction due to an earthquake, and the structure 6 has a buffer function. It becomes possible to grant.

  In the seismic isolation system 1 to which the present invention is applied, each support portion 31 is pressurized in series with a pump 42 or the like using the pressurizing device 4 in a state after the earthquake motion is applied to the structure 6, and the displacement portion 32. Can be collectively extended toward the structure 6 in the axial direction. Thereby, the seismic isolation system 1 to which the present invention is applied can push the structure 6 from the four sides by the displacement portion 32 of the first restoring device 3 even when the structure 6 is displaced in the horizontal direction by the earthquake motion. In addition, since the displacement portion 32 of the first restoration device 3 is in the full length state, it is possible to give the structure 6 a restoration function capable of restoring the structure 6 to a predetermined position.

  Next, a second embodiment of the seismic isolation system 1 to which the present invention is applied will be described. In addition, about the component same as the component mentioned above, the description below is abbreviate | omitted by attaching | subjecting the same code | symbol.

  As shown in FIG. 2, the seismic isolation system 1 to which the present invention is applied is provided between the base plate 5 a and the structure bottom plate 6 a so as to make the base plate 5 a and the structure 6 relative to each other. The seismic isolation device 7 to be displaced automatically and a plurality of first restoring devices 3 provided on the structure bottom board 6a can be provided. In the second embodiment, the seismic isolation system 1 to which the present invention is applied can further include a pressurizing device 4 connected to the plurality of first restoring devices 3.

  At this time, the seismic isolation system 1 to which the present invention is applied has a plurality of portions in the hollow portion 61 between the protruding portion 51 provided in the base plate 5a and the wall surface 61a of the hollow portion 61 provided in the structure bottom plate 6a. A first restoration device 3 is provided. The first restoring device 3 restores horizontal displacement caused by the earthquake motion of the structure 6, and includes a support portion 31 attached to the protruding portion 51 and a displacement portion connected to the support portion 31 and displaced in the axial direction. 32 and provided at the four corners of the structure bottom board 6a.

  The support part 31 is fixed to the protruding part 51 with an anchor bolt or the like, and a displacement part accommodating chamber 31a is formed inside. The support part 31 is used by filling the displacement part accommodation chamber 31 a formed inside the support part 31 with air, oil, or the like. The support portion 31 is not limited to this, and may be fixed to the wall surface 61a of the hollow portion 61 with an anchor bolt or the like.

  The displacement portion 32 is connected to the support portion 31 in the full length state so that the displacement portion 32 compresses only toward the protruding portion 51 in the axial direction before the earthquake motion acts on the structure 6. The displacement portion 32 is not limited to this, and when the support portion 31 is fixed to the wall surface 61a of the hollow portion 61, the displacement portion 32 is compressed only in the axial direction toward the wall surface 61a of the hollow portion 61. The full length state may be connected to the support portion 31.

  The displacement portion 32 is an air damper or an oil damper that is pushed toward the protruding portion 51 by the wall surface 61a of the hollow portion 61 when the ground motion is applied to the structure 6 to buffer the horizontal movement of the structure 6. Used as a compression damper. The displacement portion 32 initially increases in pressing force in proportion to the displacement speed due to the displacement speed acting in the axial direction from the wall surface 61 a of the hollow portion 61. The displacement portion 32 has a bilinear relationship between the pressing force and the displacement rate in the axial direction. When the predetermined pressing force is reached, the displacement portion 32 is pushed regardless of the increase in the displacement rate in the axial direction. The pressure becomes almost constant.

  Even in the second embodiment, the seismic isolation system 1 to which the present invention is applied can take a large range of the seismic isolation, and can sufficiently absorb vibrations acting from all directions even in unexpected large earthquakes. The effect of attenuating can be exhibited and the structure 6 can be provided with a seismic isolation function.

  The seismic isolation system 1 to which the present invention is applied can also use the first restoration device 3 as a shock absorber in the second embodiment, and absorbs impact energy when the structure 6 is displaced in the horizontal direction due to the earthquake. An effect is exhibited and it becomes possible to provide a buffering function to structure 6.

  In the seismic isolation system 1 to which the present invention is applied, also in the second embodiment, when the structure 6 is displaced in the horizontal direction due to the earthquake motion, the structure bottom plate 6a is moved by the pressurizing device 4 to the displacement portion of the first restoring device 3. 32 can be pushed in all directions, and the displacement part 32 of the first restoration device 3 is in the full length state, so that a restoration function capable of restoring the structure 6 to a predetermined position is given to the structure 6. It becomes possible.

  Next, a third embodiment of the seismic isolation system 1 to which the present invention is applied will be described. In addition, about the component same as the component mentioned above, the description below is abbreviate | omitted by attaching | subjecting the same code | symbol.

  As shown in FIGS. 13A and 13B, the seismic isolation system 1 to which the present invention is applied has a plurality of seismic isolation devices provided between the foundation board 5a and the structure bottom board 6a in the third embodiment. 7, the plurality of first restoring devices 3 provided between the side wall surface 5b and the structure wall portion 6b, and further between the foundation board 5a and the structure bottom board 6a, And a second restoration device 9 provided over the internal space 6c. The seismic isolation system 1 to which the present invention is applied further includes a pressurizing device 4 connected to the plurality of first restoring devices 3.

  The second restoring device 9 is provided between the base plate 5a and the structure bottom plate 6a, and is provided with a lower plate portion 91 attached to the base plate 5a, an upper plate portion 92 attached to the inside of the structure 6, and a lower plate. An elastic column body 93 that is connected to the portion 91 and the upper plate portion 92 and restores the relative displacement between the lower plate portion 91 and the upper plate portion 92 is provided.

  The lower plate portion 91 is formed in a substantially square flat plate shape, and is fixed by driving bolts or the like into the base plate 5a at four sides. The upper plate portion 92 is formed in a substantially square flat plate shape, and is fixed by driving bolts or the like into the structure bottom plate 6a at four sides in the internal space 6c. The elastic column body 93 is made of an elastic body such as laminated rubber, and follows the relative displacement in the horizontal direction of the lower plate portion 91 and the upper plate portion 92 to bring the horizontal displacement of the structure 6 to a predetermined position. It is to be restored.

  As shown in FIG. 14, the second restoration device 9 can be configured to remove the lower plate portion 91 and the elastic column body 93 and attach the jack member 94 when the seismic isolation device 7 is repaired or replaced. The second restoring device 9 is not limited to this, and as shown in FIG. 15, a jack member 94 is built in instead of the elastic column body 93 from the beginning, and is always held in a non-contact manner on the base plate 5a. it can. Thereby, in the third embodiment, the seismic isolation system 1 to which the present invention is applied jacks up the structure 6 with the second restoration device 9 and separates it from the foundation board 5a, and repairs or replaces the seismic isolation device 7. It can be easily realized.

  The seismic isolation system 1 to which the present invention is applied also includes a flat planing plate 21 having a planing portion 23 formed on a flat base 11 having a convex curved surface portion 12 in the third embodiment. By placing the load, the load applied from the structure 6 can be made uniform, and the structure base 6a of the structure 6 can be supported from below.

  The seismic isolation system 1 to which the present invention is applied also includes a flat planing plate 21 having a planing portion 23 formed on a flat base 11 having a convex curved surface portion 12 in the third embodiment. By placing it, it is possible to smooth the sliding of the sliding plate 21, realizing a stable sliding with the structure 6 placed thereon, and making it possible to take a large amount of seismic isolation movable distance, Even in the case of a large outside earthquake, the effect of sufficiently attenuating vibrations acting from all directions can be exhibited, and the structure 6 can be provided with a seismic isolation function.

  Even in the third embodiment, the seismic isolation system 1 to which the present invention is applied always opens the first electromagnetic valve 43 of the pressurizing device 4 in a state before the structure 6 is restored to a predetermined position, and the second embodiment. By making the solenoid valve 44 always closed, the first restoring device 3 can be used as a shock absorber, and exhibits the effect of absorbing impact energy when the structure 6 is displaced in the horizontal direction due to an earthquake, It becomes possible to give a buffer function to the structure 6.

  Even in the third embodiment, the seismic isolation system 1 to which the present invention is applied is configured in such a manner that each support portion 31 is connected in series by the pump 42 or the like using the pressurizing device 4 in a state after the earthquake motion is applied to the structure 6. By applying pressure, the displacement part 32 can be collectively restored toward the structure 6 in the axial direction. Thereby, the seismic isolation system 1 to which the present invention is applied can push the structure 6 from the four sides by the displacement portion 32 of the first restoring device 3 even when the structure 6 is displaced in the horizontal direction by the earthquake motion. In addition, since the displacement portion 32 of the first restoration device 3 is in the full length state, it is possible to give the structure 6 a restoration function capable of restoring the structure 6 to a predetermined position.

  Furthermore, in the third embodiment, the seismic isolation system 1 to which the present invention is applied is such that the lower plate portion 91 and the upper plate portion 92 are connected by the elastic column body 93 in a state where the earthquake motion is applied to the structure 6, and the lower The elastic column body 93 can follow the relative displacement of the plate portion 91 and the upper plate portion 92 in the horizontal direction, and the horizontal displacement is restored to a predetermined position without causing the structure 6 to resonate with the earthquake motion. It is possible to provide the structure 6 with a restoration function that can be performed.

  Next, a fourth embodiment of the seismic isolation system 1 to which the present invention is applied will be described. In addition, about the component same as the component mentioned above, the description below is abbreviate | omitted by attaching | subjecting the same code | symbol.

  In the fourth embodiment, the seismic isolation system 1 to which the present invention is applied further includes a first jack device 95 or a second jack device 96 provided between the foundation board 5 a and the structure 6.

The first jack device 95 jacks up the structure 6 by lifting the structure bottom board 6a upward by water pressure or hydraulic pressure. As shown in FIGS. 16 and 17, the first jack device 95 is configured as a bellows around the base plate 5 a and the structure bottom plate 6 a using metal, rubber, or the like as a material, in a bellows shape. The water sachet 95a is inserted, water is injected into the water sachet 95a, and the structure bottom plate 6a is lifted upward by, for example, applying a water pressure of 10 kg / cm ² with the pump 42, so that the structure 6 It will be jacked up.

  The first jack device 95 is not limited to this, and as shown in FIG. 18, the structure base 6 a is lifted upward by a plurality of jack members 94 installed on the left and right of the foundation beam to jack up the structure 6. It may be a thing.

  As shown in FIGS. 19 and 20, in the second jack device 96, a swelling material 96a is inserted between the base board 5a and the structure bottom board 6a. The swelling material 96a is configured such that a paint that expands when water is contained is fixed by a mesh mat 96b having a honeycomb shape or the like, and the paint expands about three times only upward.

  Thereby, the 2nd jack apparatus 96 jacks up the structure 6 by raising the structure bottom board 6a upwards by making the swelling material 96a contain water and expanding it. When the jacked-up structure 6 is lowered, the second jack device 96 can forcibly dry the water contained in the swelling material 96a by making the periphery of the swelling material 96a into a vacuum state. .

  In the fourth embodiment, the seismic isolation system 1 to which the present invention is applied includes the first jack device 95 or the second jack device 96, so that, for example, it is necessary to replace the seismic isolation device 7 in the future. Even in this case, it is possible to easily replace these seismic isolation devices 7 by lifting the structure bottom board 6a upward and jacking up the structure 6.

  As mentioned above, although the example of embodiment of this invention was demonstrated in detail, all the embodiment mentioned above showed only the example of actualization in implementing this invention, and these are the technical aspects of this invention. The range should not be construed as limiting.

  For example, as shown in FIG. 15, the seismic isolation system 1 to which the present invention is applied includes a plurality of seismic isolation devices 7, a side wall surface 5b, and a structure wall portion provided between the base plate 5a and the structure bottom plate 6a. A plurality of first restoring devices 3 provided side by side in the vertical direction with respect to 6b, and a second restoring device 9 to which a jack member 94 is attached instead of the lower plate portion 91 and the elastic column body 93. You can also.

  The seismic isolation system 1 to which the present invention is applied has a structure in which the structure 6 such as a nuclear power plant is buried in the underground housing part 5 with water, earth and sand, etc. By covering the structure 6, the structure 6 can be buried underground, and a safe nuclear power plant is obtained.

1: Seismic isolation system 11: Base 11a: Top surface (base)
12: convex curved surface portion 12a: top portion 12b: raised portion 12c: slit 21: sliding plate 21b: bottom surface (sliding plate)
22: concave curved surface portion 22a: through hole 22b: high friction portion 23: sliding portion 24: granular material 25: low friction sheet 26: air layer 3: first restoring device 31: support portion 31a: displacement portion accommodating chamber 32: displacement Part 32a: Front end surface part 4: Pressurizing device 41: Hose 41a: Start end part 41b: End part 42: Pump 43: First electromagnetic valve 44: Second electromagnetic valve 45: Orifice 5: Underground storage part 5a: Foundation board 5b: Side wall surface 5c: Ground surface 51: Protruding portion 6: Structure 6a: Structure bottom plate 6b: Structure wall portion 6c: Internal space 61: Hollow portion 61a: Wall surface 62: Column 7: Seismic isolation device 71: Laminated rubber 72: Bearing 73: Seat 8: Lid 85: Foam 87: Curing agent 9: Second restoring device 91: Lower plate portion 92: Upper plate portion 93: Elastic column 94: Jack member 95: First jack device 95a: Water Bag 9 6: Second jack device 96a: Swelling material 96b: Mat

Claims (9)

A seismic isolation system for a structure that supports the structure from below and absorbs ground motion,
A seismic isolation device provided between the base plate and the structure for relatively displacing the base plate and the structure, and a seismic isolation device provided between the side wall surface and the structure to restore the displacement caused by the earthquake motion of the structure. A first restoration device,
The first restoration device includes a support portion and a displacement portion that is connected to the support portion and compresses in the axial direction, and a plurality of the first restoration devices are provided so as to surround the structure between the side wall surface and the structure. The structure is connected to the support portion so that the displacement portion is compressed only in the axial direction toward the support portion before the ground motion is applied to the structure. system. A seismic isolation system for a structure that supports the structure from below and absorbs ground motion,
A seismic isolation device provided between the foundation board and the structure to relatively displace the foundation board and the structure, and a first restoration device provided on the bottom board of the structure to restore the displacement caused by the earthquake motion of the structure. And
The first restoring device has a support part and a displacement part connected to the support part and compressing in the axial direction, and a projecting part provided on the base board and a hollow part provided on the bottom board of the structure A plurality of the hollow portions are provided between the wall portion and the support portion so that the displacement portion is compressed only in the axial direction toward the support portion in a state before the earthquake motion acts on the structure. Seismic isolation system for structures characterized by being connected. A pressure device that is attached to the plurality of first restoration devices and connects each of the support portions in series over a plurality of the first restoration devices;
The first restoration device is connected to the support portion so that the displacement portion is compressed only toward the support portion in the axial direction in a state before the earthquake motion acts on the structure,
The pressurizing device is configured to extend the displacement portion in the axial direction by pressurizing each of the support portions in series over a plurality of the support portions in a state after the earthquake motion is applied to the structure. A seismic isolation system for a structure according to claim 1 or 2. A second restoring device provided between the foundation board and the structure and extending from the foundation board to the internal space of the structure;
The second restoration device includes a lower plate portion attached to the foundation board, an upper plate portion attached to the internal space of the structure, and an elastic column connected to the lower plate portion and the upper plate portion. The seismic isolation system for a structure according to any one of claims 1 to 3. The said 2nd decompression | restoration apparatus can attach the jack member for removing the said lower stage board part and the said elastic column body, and jacking up a structure to the said upper stage board part. Seismic isolation system for structures. A first jack device provided between the foundation board and the structure;
6. The structure according to claim 1, wherein the first jack device jacks up the structure by lifting the bottom plate of the structure upward by water pressure or hydraulic pressure. Seismic isolation system. A second jack device provided between the foundation board and the structure;
The said 2nd jack apparatus lifts the bottom board of a structure upwards by jacking up a structure by making a swelling material contain water, and expanding it, The structure of Claims 1-6 characterized by the above-mentioned. A seismic isolation system for a structure according to any one of the preceding claims. It is the 1st decompression | restoration apparatus with which the seismic isolation system of the structure of any one of Claims 1-7 is equipped,
The first restoration device opens the first electromagnetic valve connected by each of the support portions, and closes the second electromagnetic valve that connects the support portions in series over a plurality. Thus, the impact due to the earthquake motion acting on the structure is absorbed by compression in the axial direction of the displacement portion, and the first electromagnetic valve is closed and the second electromagnetic valve is opened. In the first aspect, the plurality of support portions are pressurized in series over a plurality of portions so that the displacement due to the earthquake motion acting on the structure is restored by the extension of the displacement portion in the axial direction. Restore device. 9. The displacement rigidity of the displacement portion is controlled by attaching or detaching a displacement sensor so that an orifice diameter is expanded or contracted according to a displacement or a speed caused by an earthquake motion applied to a structure. First restoration device.

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