JPH09189143A - Seismic isolation windproof structure of structure - Google Patents

Abstract

(57) [Abstract] [Problem] In a seismic isolation and wind resistant structure of a structure, even when the seismic isolation structure is applied to a lightweight structure, excessive horizontal displacement of the structure due to wind force, damage to the seismic isolation support, etc. To prevent the structure from falling due to wind force. SOLUTION: The seismic isolation wind resistant structure of a building 4 is provided with a seismic isolation laminated rubber 6 which is interposed between a foundation 2 and the building 4 to support the building 4 in a horizontally movable manner. Is provided with a displacement limiting means 8 for limiting the horizontal displacement of the building 4 by a predetermined amount D or less. The displacement limiting means 8 is provided on the side of the building 4 and is movable with the building 4 and a foundation. And a locking plate 8b provided on the second side and locking the moving plate 8a when the moving plate 8a is displaced by a predetermined amount D.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation and windproof structure for a structure.

[0002]

2. Description of the Related Art In a seismic isolation structure of a structure, a vibration of the structure caused by an earthquake is interposed between a foundation and the structure by interposing a seismic isolation support that supports the structure movably in a horizontal direction. Reduced. As this seismic isolation support, a seismic isolation laminated rubber in which an elastic layer made of rubber or the like and a rigid plate layer made of a steel plate or the like are alternately laminated in multiple layers, or a structure is supported by a bearing and at the same time a spring and a damper are combined. There are known ones that absorb earthquake energy, or one that uses a sliding bearing and seismic isolation laminated rubber in combination.

Generally, in this type of seismic isolation structure, the horizontal rigidity of the seismic isolation support is reduced, and the natural period of the vibration system including the structure and the seismic isolation support is made longer than the period of the horizontal vibration of the earthquake. This suppresses the vibration of the structure caused by the earthquake.

[0004]

However, setting the horizontal rigidity of the seismic isolation support to a low level also causes the structure to be easily displaced in the horizontal direction by the wind force. Depending on the size, there is a possibility that the structure or seismic isolation support will be shaken significantly beyond the design displacement (hereinafter referred to as “earthquake design displacement”) when an earthquake is assumed. Furthermore, when the seismic isolation support is a seismic isolation laminated rubber, due to the fluctuating axial force generated in the seismic isolation laminated rubber by wind force,
The seismically isolated laminated rubber, which is weak against tensile load, may also be subjected to tensile force.

In order to explain these problems in detail, the wind force P acting on the building a and the seismic force R are compared with reference to FIG. The axial force X will be examined.

This building a has a height h = 6 (m), a height A = 10 (m), and a width B = 6, which are built on the second floor.
(M), weight W = about 20 (ton), building a
Seismic isolation laminated rubber is placed at each of the four corners of the bottom surface of the.
The seismic force R acting on the building a is R = α × W = 4 (ton) when the base share coefficient α is 0.2.

On the other hand, if the wind force P strikes the vertical width A side from the side, the wind pressure g = 60 × h ^1/2 = 60 × 6 ^1/2 =
146.9 (kg / m ² ) ≈0.147 (ton /
m ² ), the wind receiving area S = h × A = 6 × 10 = 60 (m ² ), P = g × S≈8.8 (ton), which is more than twice the seismic force R. . The wind force coefficient was set to 1.0 when calculating the wind pressure g.

Therefore, when the seismic design displacement of the base-isolated laminated rubber set on the basis of the seismic force R is, for example, 10 cm, when the wind force P acts on the building a, the building a becomes 1
It can be seen that there is a risk of displacement by 0 cm or more and significant shaking. Further, in that case, the seismic isolated laminated rubber may be deformed beyond its allowable range, and may fall or be damaged.

Next, the fluctuating axial force X acting on the seismically isolated laminated rubber
think about. In order for the building a not to fall, the moment at a certain point due to the weight W of the building a is greater than the moment due to the wind force P at that point. That is, it is necessary that the variable axial force X generated in the seismic-isolated laminated rubber is sufficiently smaller than the long-term axial force W / 2 and no tensile force acts on the seismic-isolated laminated rubber.

Taking the building a shown in FIG. 12 as an example, consider the fluctuating axial force X acting on the base-isolated laminated rubber. The magnitude of the fluctuating axial force X at the points Q and Q ′ at both ends is X =
(H / 2) × P / B = 4.4 (ton), which is smaller than the long-term axial force W / 2 = 10 (ton). However, when the building a shown in FIG. 12 is, for example, a three-story building (height h = 9 m), the variable axial force X becomes 12.2 (ton), and the long-term axial force X = 1 at that time.
Since it approaches 5 (ton), it is necessary to fully consider the possibility that the point Q will rise and the building a will be inclined and a tensile force will be generated in the base-isolated laminated rubber. Of course, considering that the wind blows up to the eaves of the building a, 2
Even in the case of a story, it is necessary to have a means for preventing the building a from tipping over for safety.

As described above, since the seismic isolation function and the wind resistance function of the building a are contradictory to each other, it is very difficult to equip the building a with both of them at the same time. However, since the seismic isolation laminated rubber that is stronger than the cross-sectional area is used, the above-mentioned problem may occur remarkably.

The present invention has been made in view of the problems of the conventional seismic isolation structure. Even when the seismic isolation structure is applied to a lightweight structure, the wind force causes an excessive horizontal displacement of the structure. It is an object of the present invention to provide a seismic isolation and wind resistant structure for a structure that prevents damage to the seismic isolation support and the like, and prevents the structure from falling due to wind force.

[0013]

The present invention has the following configuration to achieve the above object. That is, the invention of claim 1 is a seismic isolation structure for a structure, which is provided between a foundation and a structure to support the structure so as to be movable in the horizontal direction. Displacement limiting means for limiting the displacement of the structure in the horizontal direction to a predetermined amount or less is provided, and the displacement limiting means is provided on the structure side and movable with the structure; A seismic isolation wind resistant structure for a structure, comprising: a locking body that locks the moving body when the body is displaced by the predetermined amount.

According to a second aspect of the invention, the seismic isolation of the structure according to the first aspect is characterized in that the locking body is provided with a displacement regulating portion that regulates a vertical displacement of the moving body. It has a windproof structure.

According to a third aspect of the present invention, the shape of the fixed portion of the locking body on the base side and the shape of the fixed portion of the seismic isolation support are adapted to each other, and the locking body and the seismic isolation support are respectively provided. 3. The seismic isolation wind resistant structure for a structure according to claim 1 or 2, wherein said fixing portion is integrally fixed to the foundation by a common fixing member. According to a fourth aspect of the present invention, the shape of the fixed portion of the movable body on the structure side and the shape of the fixed portion of the seismic isolation support are adapted to each other, and the fixed portions of the seismic isolation support and the movable body are fixed to each other. The seismic isolation wind resistant structure for a structure according to claim 1, 2 or 3, wherein the structure is integrally fixed to the structure by a common fixing member.

According to the invention of claim 1, when the moving body on the structure side is displaced by a predetermined amount, the locking body on the base side locks the moving body. For this reason, even when a wind force larger than the seismic force acts on the structure, the horizontal displacement of the structure is limited to the predetermined amount or less, and the seismic isolation support is deformed beyond its allowable range. Disappears.

According to the second aspect of the invention, even when the fluctuating axial force of the seismic isolation support generated by the wind force is close to or larger than the long-term axial force, the displacement of the moving body in the vertical direction is locked. Since the displacement is restricted by the displacement restricting part, the structure does not greatly incline. This makes it possible to reliably prevent the structure from falling.

In the present invention, the predetermined amount is the "earthquake design displacement" described in [Problems to be solved by the invention].
It is determined by the horizontal spring constant of the seismic isolation support, the damper function, etc.

According to the inventions of claims 3 and 4,
When installing the seismic isolation support, the fixing part of the locking body or the fixing part of the moving body can be fixed together with the fixing part of the seismic isolation support at the same time. It will be easier. Therefore, it is possible to shorten the work process related to the seismic isolation structure and reduce the construction cost of the seismic isolation structure. In addition, the locking body / moving body is arranged at each of a plurality of locations (for example, four corners of the bottom surface of the structure or in the vicinity) of the structure where the seismic isolation support is installed, and each locking body / moving body is seismically isolated. Since it is integrated with the support, the effect of preventing the structure from falling over is further enhanced.

[0020]

BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. In the present embodiment, the present invention is applied to the seismic isolation structure having the seismic isolation laminated rubber. However, the present invention is not limited to the application to the seismic isolation structure using the seismic isolation laminated rubber. Widely applicable to other seismic isolation structures such as those using a combination of bearings, springs and dampers, rolling bearings, sliding bearings or composite bearings with these and seismic isolation laminated rubber It is.

(First Embodiment) The seismic isolation wind resistant structure of the first embodiment will be described with reference to FIGS. FIG. 1 is a plan view of the seismic isolation wind resistant structure of the first embodiment. FIG. 2 corresponds to FIG.
It is II-II sectional drawing. FIG. 3 is an enlarged view of portion C in FIG.

The seismic isolation wind resistant structure of the first embodiment is, as shown in FIGS. 1 and 2, a foundation 2 and a building (an example of a structure).
4, a seismic isolation laminated rubber (an example of seismic isolation support) 6 that movably supports the building 4 in a horizontal direction, and the horizontal displacement of the building 4 due to wind force is less than or equal to a predetermined amount D. Displacement limiting means 8 is provided. Seismic isolation laminated rubber 6 is a building 4
3, the elastic layers 6a made of rubber or the like and the rigid plate layers 6b made of steel plate or the like are alternately laminated in multiple layers as shown in FIG. Further, an upper side flange 6c and a lower side flange 6d fixed to the bottom surface of the building 4 and the foundation 2 are provided on the upper and lower ends of the seismic isolation laminated rubber 6, respectively.

As shown in FIG. 1, the displacement limiting means 8 is arranged at the center of each side of the floor of the building 4, and
A movable plate (corresponding to a movable body) 8a provided on the side and movable with the building 4, and a locking plate provided on the foundation 2 and locking the movable plate 8a when the movable plate 8a is displaced by a predetermined amount D 8b (corresponding to a locking body).

As shown in FIG. 2, the movable plate 8a is a rectangular flat plate which is provided on the lower edge of the outer side surface 4a of the building 4 so as to project laterally. It has a vertical portion 8b1 which is erected substantially vertically. This vertical portion 8b
The inner surface of 1 and the outer end of the moving plate 8a are separated by the predetermined amount D, and the predetermined amount D is set to the earthquake design displacement, and the size of the building 4 and the type of the seismic isolated laminated rubber 6 are assumed. It can be appropriately changed according to the magnitude of the seismic force to be applied (the same applies to the second to fourth examples described later).

Further, as shown in FIGS. 1 and 2, the locking plate 8b is provided with a horizontal part (corresponding to a displacement restricting part) 8b2 for restricting the vertical displacement of the moving plate 8a. The horizontal portion 8b2 extends substantially horizontally from the upper end of the vertical portion 8b1 toward the building 4 side in the vicinity of the upper surface of the moving plate 8a.
The lower surface of the horizontal portion 8b2 and the upper surface of the moving plate 8a are, for example, 1
The upper and lower surfaces are opposed to each other by a predetermined dimension E with a separation distance of about cm. It is desirable to set the predetermined dimension E to a value larger than the predetermined amount D. For example, when the predetermined amount D is 10 cm, the predetermined dimension E is set to about 15 cm or 20 cm (the third described later). , The same for the fourth embodiment).

According to the first embodiment having the above structure, the moving plate 8a on the side of the building 4 is horizontally moved by a predetermined amount D.
When displaced, the inner surface of the vertical portion 8b1 of the locking plate 8b locks the outer end of the moving plate 8a. As a result, even when the building 4 is subjected to a wind force larger than the seismic force, the horizontal displacement of the building 4 causes the earthquake design as described in the section [Problems to be Solved by the Invention]. It is limited to the displacement or less, and the seismic isolated laminated rubber 6 will not be deformed beyond its allowable range. For example, when the earthquake design displacement is 10 cm, the predetermined amount D is 10 c
If it is set to m, the displacement of the building 4 and the seismic isolation laminated rubber 6 due to the wind force will not be larger than 10 cm. Therefore, even when a seismic isolation structure is applied to a lightweight building, it is possible to prevent excessive horizontal displacement of the building 4 due to wind force and damage to the seismic isolation laminated rubber 6.

Further, as explained in the section [Problems to be Solved by the Invention], even when the fluctuating axial force generated in the seismic isolated laminated rubber 6 by wind force is close to or longer than the long-term axial force, Since the upper surface of the moving plate 8a and the lower surface of the horizontal portion 8b2 of the locking plate 8b collide with each other and the upward displacement of the moving plate 8a is restricted, the building 4 does not tilt significantly. As a result, no tensile force acts on the seismic isolated laminated rubber 6, and the building 4 can be reliably prevented from falling. Also, as described above, the horizontal portion 8b
If the predetermined dimension E of the portion where 2 and the moving plate 8a face each other is set to be larger than the earthquake design displacement, the moving plate 8a will become the locking plate 8
Even when it moves a predetermined amount D in the direction away from b, the horizontal portion 8b2 and the moving plate 8a always face each other, so that the building 4 can be surely prevented from falling. For example,
When the earthquake design displacement is 10 cm, the predetermined amount D is 1
By setting 0 cm and the predetermined size E to 15 cm,
The movable plate 8a and the horizontal portion 8b2 vertically face each other for at least 5 cm.

(Second Embodiment) Next, the seismic isolation wind resistant structure of the second embodiment will be described with reference to FIGS. FIG. 4 is a plan view of the seismic isolation wind resistant structure of the second embodiment. FIG. 5 is a side view of the seismic isolation wind resistant structure of the second embodiment. FIG. 6 is a perspective view of the locking plate according to the second embodiment.

In the seismic isolation wind resistant structure of the second embodiment, as shown in FIG. 4, the displacement limiting means 10 is constituted by the outer surface 4a of the building 4 and the locking plate 10b. That is, the outer surface 4a of the building 4 is made to function as the moving body according to the present invention. Then, in this second embodiment, as shown in FIG. 5, the locking plate 1 on the side of the foundation 2
The shape of the fixed portion 10b1 of 0b and the shape of the lower flange (corresponding to the fixed portion of the seismic isolation support) 6d of the seismic isolated laminated rubber 6 are matched, and the fixed portion 10b1 of the locking plate 10b and the lower flange 6d are Common anchor bolt (an example of fixing member) 12
It is fixed to the foundation 2 integrally by. The locking plate 10b is provided on the lower flange 6d of each of the seismic isolation laminated rubbers 6 at the four corners.

The locking plate 10b is, as shown in FIG. 6, the disc-shaped fixing portion 10 arranged below the seismic isolation laminated rubber 6.
b1, a pair of left and right substantially L-shaped support plates 10b2 extending horizontally from the outer peripheral edge of the fixing portion 10b1 and bent vertically upward, and a connecting portion 10b3 for connecting the upper end portions of the left and right supporting plates 10b2. Consists of. The fixed portion 10b1 is
It is formed to have substantially the same outer diameter as the lower flange 6d of the seismic isolated laminated rubber 6, and has a plurality of anchor bolt holes 10b4 along the circumferential direction similarly to the lower flange 6d. The connecting portion 1
As shown in FIG. 4, 0b3 is formed in a substantially L-shape facing two adjacent outer surfaces 4a that intersect at each corner of the lower portion of the building 4, and is connected to the outer surface 4a of the building 4 and the connecting portion. 10
The inner surface of b3 is separated by the predetermined amount (earthquake design displacement) D.

According to this second embodiment, when the building 4 is displaced by the predetermined amount D, the connecting portion 10b of the locking plate 10b is connected.
The inner surface of 3 locks the outer surface 4a of the building 4. Therefore, similarly to the first embodiment, the horizontal displacement of the building 4 is limited to the earthquake design displacement or less, and the seismic isolation laminated rubber 6 does not deform beyond its allowable range. Even when the seismic isolation structure is applied to a lightweight building, it is possible to prevent excessive horizontal displacement of the building 4 due to wind force and damage to the seismic isolation laminated rubber 6.

Further, according to the second embodiment, when the seismic isolated laminated rubber 6 is installed on the foundation 2, the fixing portion 1 of the locking plate 10b is fixed.
Since 0b1 can be integrally fixed to the lower flange 6d of the seismic isolation laminated rubber 6 at the same time, the attaching work of the locking plate 10b becomes easy. Therefore, it is possible to shorten the work process related to the seismic isolation structure and reduce the construction cost of the seismic isolation structure. Also,
Locking plates 10b are arranged at each of the four corners of the bottom surface of the building 4 on which the seismic isolation laminated rubber 6 is installed.
Since it is integrated with the seismic isolated laminated rubber 6, the fall prevention effect on the building 4 is further enhanced.

The second embodiment limits the displacement of the building 4 only in the horizontal direction and is a simple embodiment in the case where the building 4 is not likely to fall.
Although the displacement regulating portion (the portion that regulates the vertical displacement of the building) according to the present invention is omitted, the displacement regulating portion can be appropriately formed in this second embodiment as well.

(Third Embodiment) Next, a seismic isolation wind resistant structure of a third embodiment will be described with reference to FIGS. FIG. 7 is a plan view of the seismic isolation wind resistant structure of the third embodiment. FIG. 8 is FIG.
8 is a sectional view taken along line VIII-VIII in FIG. FIG. 9 is a plan view of the moving plate according to the third embodiment. FIG. 10 is a perspective view of a locking plate according to the third embodiment. FIG. 11 is a plan view of the locking plate according to the third embodiment.

In the seismic isolation wind resistant structure of the third embodiment, as shown in FIGS. 7 and 8, the shape of the fixing portion 14b1 of the locking plate 14b on the foundation 2 side and the lower flange 6d of the seismic isolation laminated rubber 6 are provided. The shape of the fixed portion 14a1 of the moving plate 14a on the side of the building 4 and the shape of the upper flange 6c of the seismic isolated laminated rubber 6 and at the same time Side flange 6d / upper flange 6c, fixed portion 14b1 of locking plate 14b / moving plate 14a
The fixing portion 14a1 of the above is integrally fixed to the foundation 2 and the building 4 by the common anchor bolt 12. The displacement regulating means 14 including the moving plate 14a and the locking plate 14b are provided on each of the seismic isolation laminated rubbers 6 at the four corners.

As shown in FIG. 9, the moving plate 14a has a fixed portion 14a1 which is formed in the same shape as the upper flange 6c of the seismic isolated laminated rubber 6 and which has a plurality of anchor bolt holes 14a3 along the circumferential direction. A pair of left and right arm portions 14a2 extending horizontally from the outer peripheral edge of the fixed portion 14a1 is provided.
As shown in FIG. 10, the locking plate 14b has a fixing portion 14b1 having the same shape as that of the second embodiment and having a plurality of anchor bolt holes 14b5 along the circumferential direction, and the fixing portion 14b.
A pair of left and right support portions 14b2 extending substantially horizontally from the outer peripheral edge of b1 in parallel with the two arm portions 14a2, and the support portion 1
A vertical portion 14b3 which is erected so as to connect 4b2,
The building 4 is provided on both upper ends of the vertical portion 14b3.
A pair of left and right horizontal portions 14b4 that protrude substantially horizontally toward the sides
It is composed of

As shown in FIGS. 7 and 8, the outer end of the arm portion 14a2 of the moving plate 14a and the inner surface of the vertical portion 14b3 of the locking plate 14b are separated from each other by the predetermined amount (earthquake design displacement) D. In addition, the arm portion 14a2 of the moving plate 14a and the horizontal portion 14b4 of the locking plate 14b are vertically opposed by the predetermined dimension E with a gap of, for example, 1 cm.

According to the third embodiment, when the moving plate 14a on the side of the building 4 is displaced by the predetermined amount D, the locking plate 14 is moved.
The inner surface of the vertical portion 14b3 of b is the arm portion 14a of the moving plate 14a.
Since the outer ends of the building 2 are locked, even when the seismic isolation structure is applied to the lightweight building, as in the first and second embodiments, excessive horizontal displacement of the building 4 due to wind force and seismic isolation laminated rubber It is possible to prevent damage and the like of 6.

Further, even when the fluctuating axial force generated in the base-isolated laminated rubber 6 is close to or larger than the long-term axial force, the upper surface of the arm portion 14a2 of the moving plate 14a and the locking plate 14b.
Since the upper surface of the horizontal portion 14b4 collides with the lower surface of the moving plate 14a and the upward displacement of the moving plate 14a is restricted, the building 4 can be reliably prevented from falling down, as in the first embodiment. Of course, also in the third embodiment, if the predetermined dimension E of the portion where the horizontal portion 14b4 of the locking plate 14b and the arm portion 14a2 of the moving plate 14a face each other is set to be larger than the predetermined amount (earthquake design displacement) D. , Even when the moving plate 14a moves a predetermined amount D in the direction away from the locking plate 14b, the horizontal portion 1
Since 4b4 and the arm portion 14a2 always face each other in the vertical direction, it is possible to reliably prevent the building 4 from falling.

Further, in the third embodiment, when the seismic isolation laminated rubber 6 is installed, the fixed portion 1 of the moving plate 14a is fixed.
4a1 and the fixed portion 14b1 of the locking plate 14b can be simultaneously fixed integrally with the upper flange 6c and the lower flange 6d of the seismic isolation laminated rubber 6, so that the moving plate 14
The work of attaching a and the locking plate 14b becomes easy. Therefore, it is possible to shorten the work process related to the seismic isolation structure and reduce the construction cost of the seismic isolation structure. Also, seismically isolated laminated rubber 6
Displacement limiting means 14 are arranged at each of the four corners of the bottom surface of the building 4 on which is installed, and each locking plate 14b / moving plate 1
Since 4a is integrated with the seismic isolated laminated rubber 6, the fall prevention effect on the building 6 is further enhanced.

The first to third embodiments are preferred embodiments of the present invention, and the technical scope of the present invention is not limited to this embodiment. For example, in at least one of the contact portions between the moving body (moving plate 8a and the like) and the locking body (locking plate 8b and the like) in this embodiment (for example, the outer end of the moving plate 8a and the inner surface of the locking plate 8b). At least one of the)
A cushion may be provided to reduce the impact at the time of contact.

[0042]

As described above, according to the present invention, even when a seismic isolation structure is applied to a lightweight structure, excessive horizontal displacement of the structure due to wind force, damage to the seismic isolation support, etc. can be prevented. In addition, it is possible to prevent the structure from falling due to the wind force. In addition, it is possible to shorten the work process related to the seismic isolation structure and reduce the construction cost of the seismic isolation structure. Furthermore, since the displacement limiting means and the seismic isolation support are integrated, the effect of preventing the structure from falling can be further enhanced.

[Brief description of the drawings]

FIG. 1 is a plan view of a seismic isolation wind resistant structure according to a first embodiment.

FIG. 2 is a sectional view taken along the line II-II in FIG.

FIG. 3 is an enlarged view of a C portion in FIG.

FIG. 4 is a plan view of a seismic isolation wind resistant structure according to a second embodiment.

FIG. 5 is a side view of the seismic isolation wind resistant structure according to the second embodiment.

FIG. 6 is a perspective view of a locking plate according to a second embodiment.

FIG. 7 is a plan view of a seismic isolation wind resistant structure according to a third embodiment.

8 is a sectional view taken along line VIII-VIII in FIG.

FIG. 9 is a plan view of a moving plate according to a third embodiment.

FIG. 10 is a perspective view of a locking plate according to a third embodiment.

FIG. 11 is a plan view of a locking plate according to a third embodiment.

FIG. 12 is a schematic side view of a building showing directions of forces acting on the two-story building.

[Explanation of symbols]

2 Foundation 4 Building (an example of a structure) 4a Outside surface of a building 6 Seismic isolation laminated rubber (an example of a seismic isolation support) 6c Upper flange (corresponding to a fixed part of the seismic isolation support on the structure side) 6d Below Side flange (corresponding to the fixed part of the base isolation support on the foundation side) 8 Displacement limiting means 8a Moving plate (an example of a moving body) 8b Locking plate (an example of a locking body) 8b2 Horizontal part (an example of a displacement regulating part) 10 Displacement Limiting Means 10b Locking Plate (Example of Locking Body) 10b1 Fixing Part 12 Anchor Bolt (Corresponding to Fixing Member) 14 Displacement Limiting Means 14a Moving Plate (Example of Moving Body) 14a1 Fixing Part 14b Locking Plate (Locking) Example of body) 14b1 Fixed part 14b4 Horizontal part (example of displacement regulation part) D Specified amount E Specified size

Claims (4)

[Claims] 1. A seismic isolation structure for a structure, comprising a seismic isolation support body interposed between a foundation and a structure to movably support the structure in a horizontal direction. Displacement limiting means for limiting the displacement in a direction to a predetermined amount or less is provided, and the displacement limiting means is provided on the structure side and movable with the structure, and the displacement limiting means is provided on the foundation side and the moving body is the above-mentioned location. A seismic isolation wind resistant structure for a structure, comprising: a locking body that locks the moving body when it is displaced by a fixed amount. 2. The seismic isolation windproof structure for a structure according to claim 1, wherein the locking body is provided with a displacement restricting portion that restricts displacement of the moving body in a vertical direction. 3. The shape of the fixed portion of the locking body and the shape of the fixed portion of the seismic isolation support on the base side are matched,
3. The seismic isolation wind resistant structure for a structure according to claim 1, wherein the fixing portions of the locking body and the seismic isolation support body are integrally fixed to a foundation by a common fixing member. 4. The shape of the fixed portion of the moving body on the structure side and the shape of the fixed portion of the seismic isolation support are adapted so that the seismic isolation support and the fixed portions of the mobile body are common to each other. The seismic isolation wind resistant structure for a structure according to claim 1, wherein the structure is integrally fixed to the structure by a fixing member.