TW201529942A - Seismic isolation structure - Google Patents

Abstract

The present invention has: a seismic isolation pillar (10) that is disposed between two pillar members (1A, 1B) of which the flat end surfaces (6, 7) face each other, and that can tilt from the state of forming flat contact surfaces (8, 9) at one end and the other end thereof to which the flat end surfaces (6, 7) are pressure-joined, and the contact surfaces (8, 9) being pressure-joined to the flat end surfaces (6, 7); and a stopper member (13) that is provided to at least one of the seismic isolation pillar (10) and the two pillar members (1A, 1B), prevents the movement of the seismic isolation pillar (10) in the horizontal direction when the two pillar members (1A, 1B) move relative to each other in the horizontal direction, and is such that a fulcrum (E) is formed at which the tilting of the seismic isolation pillar (10) starts from the state of the end surfaces (6, 7) and contact surfaces (8, 9) being pressure-joined. A trigger mechanism (11) is configured from the stopper member (13) forming the fulcrum (E), the flat end surfaces (6, 7) of the two pillar members (1A, 1B), and the flat contact surfaces (8, 9) of the seismic isolation pillar (10) to which the end surfaces (6, 7) are pressure-joined.

Description

Seismic structure

The invention relates to a vibration-free structure, which is suitable for three-dimensional Structures such as warehouses, boiler equipment, three-dimensional parking equipment, cargo handling equipment, etc., are used to reduce the shaking of structures.

A three-dimensional warehouse as an example of a structure has the following Structure: A plurality of carriers (shelves) which are three-dimensionally combined using a plurality of steel columns and a plurality of layers of steel beams. In the case of a large-scale earthquake, it may cause damage to the three-dimensional warehouse, and it is considered to be shock-proof in the three-dimensional warehouse because it may cause damage to the cargo caused by the earthquake of the carrier stored in the three-dimensional warehouse. Construction can improve the safety of earthquakes.

As a seismic-free structure of a three-dimensional warehouse, it reveals the following structure. Creator: A seismic-free structure formed of laminated rubber is provided between a plurality of individual columns and foundations constituting a three-dimensional warehouse (Patent Document 1). Further, a structure is disclosed in which a column of a three-dimensional warehouse is cut in the middle of the road, and two upper columns are connected by a horizontal first horizontal member. The lower ends of the two lower horizontal columns corresponding to the two upper columns are connected to each other by a second horizontal member that can be engaged with the first horizontal member, and the first one is further connected by a viscoelastic body. The first horizontal member and the second horizontal member are slidable in the longitudinal direction between the horizontal member and the second horizontal member (Patent Document 2).

[Previous Technical Literature] [Patent Literature]

[Patent Document 1] JP-A-2006-104883

[Patent Document 2] JP-A-2013-039989

However, as described in Patent Document 1, in the case where the vibration-proof structure formed by the laminated rubber is provided between the lower end of each support leg of the three-dimensional warehouse having a plurality of support legs and the foundation, the laminated rubber is very expensive. Therefore, there is a problem that the equipment cost of the three-dimensional warehouse is increased. Further, Patent Document 2 has a problem in that it is necessary to further provide a viscoelastic body for connecting the first horizontal member and the second horizontal member by providing the first horizontal member and the second horizontal member. It becomes complicated and causes an increase in the cost of equipment for a stereoscopic warehouse. Further, in Patent Document 2, the direction in which the support leg is prevented from being shaken is limited by the longitudinal direction of the direction in which the first horizontal member and the second horizontal member slide, and is positive with respect to the sliding direction. The direction of the intersection cannot be shaken problem.

The present invention has been developed in view of the above problems of the prior art. Completion, which provides a vibration-free structure, can effectively prevent the load applied to the column of the structure in the horizontal direction from being shock-proof by a simple configuration.

The vibration-isolating structure of the present invention is characterized in that it has a shock-absorbing column disposed between two members that face each other with a flat end surface, and a flat contact between the one end and the other end that is pressed against the flat end surface a joint such that the abutting surface can be inclined from a state of being crimped to the end surface; and a stopper member provided at least on one of the two members and the shock-absorbing column to prevent the two members from being horizontally oriented When the relative movement is performed, the shock-absorbing column is moved in the horizontal direction, and a fulcrum is formed in which the shock-absorbing column is pressed from the end surface and the abutting surface, and the fulcrum is formed by the flatness of the two members. The end surface and the flat abutting surface of the shock-absorbing column that is pressed against the end surface and the stopper member that forms the fulcrum form a brake mechanism.

In the above-described seismic isolation structure, two of the above-described members can be used as the column member.

In the above-described seismic isolation structure, two of the above-described members can be used as beams.

In the foregoing seismic isolation structure, the fulcrum can be provided by two The edge of the flat end surface of the member or the edge of the flat abutting surface of the shock-absorbing column is formed.

In the aforementioned seismic isolation structure, the aforementioned stop member can be made In one of the two members and the vibration-isolating column, a protruding portion that protrudes from the two members and the other end portion of the shock-absorbing column is horizontally arranged.

In the foregoing seismic isolation structure, the aforementioned stop member can be The shock-absorbing column includes a protruding portion of a protruding length that is in contact with the shock-absorbing column or the two members in a position corresponding to an inclination angle at which the self-weight can be reset, thereby forming the inclination angle restricting member.

In the foregoing seismic isolation structure, the aforementioned stop member can have There is a convex portion provided at a center of one of the two members and the vibration-isolating column, and a concave portion provided at a center of the other of the two members and the shock-absorbing column for fitting the convex portion.

In the foregoing seismic isolation structure, the aforementioned brake mechanism can have An elastic body for elastically joining the two aforementioned members to the aforementioned shock-absorbing column and adjusting the aforementioned shock-absorbing column to start generating an inclined braking load.

In the foregoing seismic isolation structure, the aforementioned two members are flat as described above The flat abutting surface of the end face and the shock-absorbing column may be formed to have different widths and depths in the horizontal biaxial direction.

In the foregoing seismic isolation structure, formed in two of the aforementioned members and before The fulcrum between the seismic isolation columns can be provided at a position protruding outward in the horizontal direction of the two members and the vibration-isolating column, thereby increasing the braking load at which the shock-free column starts to generate an inclination.

The seismic isolation structure of the present invention can be applied to structures such as a three-dimensional warehouse, a boiler facility, a three-dimensional parking facility, and a cargo handling facility.

According to the present invention, in the event of an earthquake, the following excellent effects can be achieved by causing the seismic column to be tilted: the load applied to the structure can be effectively prevented from being shaken by a simple configuration.

1A‧‧‧column components (first component)

1B‧‧‧column components (second component)

2‧‧‧beam (component)

5‧‧‧ Earthquake-free structure

6‧‧‧ end face

7‧‧‧ end face

8‧‧‧Abutment

9‧‧‧Abutment

10‧‧‧ Shock-free column

10a‧‧‧End

10b‧‧‧The other end

11‧‧‧ brake mechanism

12‧‧‧ Plate-like members

12'‧‧‧ Plate-like members

13‧‧‧stop members

13’‧‧‧stop member

13"‧‧‧stop members

15‧‧‧Bumps (protrusions)

18‧‧‧Brake attachment

19‧‧‧Recovery spring (elastomer)

20‧‧‧ convex part (stop member)

21‧‧‧ recess (stop member)

24‧‧‧Tilt angle limiting member

E‧‧‧ pivot

100‧‧‧Three-dimensional warehouse

101‧‧‧Boiler equipment

102‧‧‧Three-dimensional parking equipment

103‧‧‧Cargo handling equipment

Fig. 1 is a front view showing a vibration-isolating structure according to a first embodiment of the present invention, and is a view showing a state in which two column members are in a stationary state.

Fig. 1b is a view showing a state in which two column members are relatively moved.

Fig. 1c is a front view showing another example of the brake mechanism.

Fig. 1d is a front view showing still another example of the brake mechanism.

Fig. 2A is a perspective view showing an example of the shape of the brake mechanism when the first figure a is viewed from the II direction.

Fig. 2b is a perspective view showing an example of another shape of the brake mechanism.

Fig. 2c is a perspective view showing an example of another shape of the brake mechanism.

Fig. 2 is a perspective view showing an example of still another shape of the brake mechanism.

Fig. 3A is an explanatory view showing an example in which the cross-sectional shape of the seismic isolation column is square.

Fig. 3b is an explanatory view showing an example in which the cross-sectional shape of the seismic isolation column is a rectangle.

Fig. 3C is an explanatory view showing an example in which the cross-sectional shape of the seismic isolation column is a regular octagon.

Fig. 3 is an explanatory view showing an example in which the cross-sectional shape of the seismic isolation column is an elongated octagonal shape.

Fig. 4A is a front view showing a vibration-isolating structure of a second embodiment of the present invention.

Fig. 4b is a plan view of Fig. 4a viewed from the IVB-IVB direction.

Fig. 5A is a front view showing a modification of the vibration-isolating structure of Fig. 4A of the second embodiment of the present invention.

Fig. 5b is a plan view of Fig. 5a viewed from the VB-VB direction.

Fig. 6 is a front view showing a vibration-isolating structure of a third embodiment of the present invention.

Fig. 6 is a front view showing a modification of Fig. 6a.

Fig. 7 is a front view showing a vibration-isolating structure of a fourth embodiment of the present invention.

Fig. 7 is a front view showing a modification of Fig. 7a.

Fig. 8 is an explanatory view showing a structure in which a seismic isolation structure is applied to the structure of the seismic isolation structure of the present invention, and a seismic isolation structure is further provided between two members of the column as a structure.

Figure 8b is provided between two members of the beam as a structure. Illustration of the case of the seismic isolation structure.

Fig. 9 is a front view of a three-dimensional warehouse in which an example of a structure of the earthquake-proof structure of the present invention is applied.

Figure 9b is a side view of the three-dimensional warehouse of Figure 9a.

Fig. 10A is an explanatory view for explaining the action of a structure that does not have a seismic isolation structure.

Fig. 10b is an explanatory view for explaining the action of a structure having a seismic isolation structure.

Fig. 10 is a diagram for explaining the action of a structure having a two-layer seismic-free structure.

Hereinafter, embodiments of the present invention will be described using examples of the drawings.

FIGS. 9A and 9B show a three-dimensional warehouse 100 as an example of a structure for use in the seismic isolation structure of the present invention, and the three-dimensional warehouse 100 is shown as an automatic warehouse. The three-dimensional warehouse 100 has a structure in which a plurality of carriers 3 (shelves) are three-dimensionally combined by a column 1 made of a plurality of steels and a plurality of steel beams 2 made of steel. The three-dimensional warehouse 100 is erected with the tower crane 4 interposed therebetween, and the three-dimensional warehouse 100 has a length extending in the traveling direction of the tower crane 4, and is orthogonal to the traveling direction of the tower crane 4. A narrow width corresponding to the size of the stored goods is formed. The plurality of columns 1 constituting the three-dimensional warehouse 100 have high strength for supporting and storing The weight of the cargo of the shelf 3.

For each of the three-dimensional warehouses shown in Figure 9 and Figure 9b The plurality of columns 1 of the library 100 are provided with the seismic isolation structure 5 of the present invention. The seismic isolation structure 5 is provided at the same height position of each of the columns 1 provided in the three-dimensional warehouse 100 as shown in FIG. 9 and FIG.

The foregoing seismic isolation structure 5 is disposed in the slave warehouse 100 The height position of about 1/3 to 1/2 from the upper side is such that the upper side of the three-dimensional warehouse 100 does not swing more than the upper side of the seismic isolation structure 5. As a result of research by the present inventors, it has been determined that even if the earthquake-free structure 5 is provided in the upper portion of the three-dimensional warehouse 100 as described above, the vibration-reducing structure 5 makes the upper side shaking smaller than the seismic-isolating structure 5, and as a result, The rocking of the structure on the lower side of the earthquake-free structure 5 becomes smaller.

[Example 1]

The column 1 constituting the three-dimensional warehouse 100 is provided with a lower column member 1A (first member) having a plate member 12 at its upper end and a plate member 12 at its lower end as shown in Fig. 1 and Fig. 1b. The upper column member 1B (second member) is composed of, and the two column members 1A, 1B having the plate-like members 12, 12' facing each other have horizontal and flat end faces 6, 7. Between the plate-like members 12 and 12' provided in the two column members 1A and 1B, the vibration-isolating column 10 that can shake the column 1 of the three-dimensional warehouse 100 by tilting can be disposed obliquely. One end and the other end of the shock-absorbing column 10 are formed with flat abutting faces 8 and 9 that face the flat end faces 6 and 7 and are capable of abutting each other. The two column members 1A, 1B and the vibration-free column 10, the horizontal section is a hollow or solid angle steel having a rectangular shape. Further, the two column members 1A and 1B and the seismic isolation column 10 are not limited to the angle type steel, and may be an H-shaped steel material, an I-shaped steel material, a Z-shaped steel material, or a cylindrical steel material.

Abutting surface 8 of one end 10a of the shock-absorbing column 10, and The abutting surface 9 of the other end 10b of the striking column 10 abuts against the end faces 6, 7 of the plate-like members 12, 12' provided in the two column members 1A, 1B, so that the two column members 1A, 1B It will remain in line with the seismic isolation column 10.

Between the aforementioned plate-like members 12, 12' and the seismic isolation column 10, A locking mechanism (stop member) is provided to restrict the displacement of the shock-absorbing column 10 in the horizontal direction and to form a fulcrum E when the shock-absorbing column 10 starts to incline, thereby providing the brake mechanism 11 to exert the braking function. The brake mechanism 11 shown in Fig. 1a and Fig. 1b is composed of the following members: flat end faces 6, 7 and two column members 1A and 1B; and the vibration-isolating column 10 is disposed in the foregoing Between the two column members 1A, 1B and having flat abutting faces 8, 9 pressed against the flat end faces 6, 7, and a stopper member 13 from the two column members 1A, 1B via a plate member 12, 12' protrudes and surrounds the end portion of the one end 10a and the other end 10b as the seismic isolation column 10 from the horizontal direction. Further, the stopper member 13 shown in FIG. 1A and FIG. 1b is formed with a gap 14 separated from the seismic isolation column 10 obliquely as being separated from the plate-like members 12 and 12', and by the foregoing The gap 14 enables the seismic column 10 to be tilted about the fulcrum E. Here, by taking the cross section of the two column members 1A, 1B as a rectangle, the fulcrum E will borrow It is formed by the horizontal and linearly extending end edges of the flat abutting faces 8, 9 of the seismic isolation column 10.

In the embodiment of Fig. 1a and Fig. 1b, there are 2 The column members 1A and 1B, the vibration-isolating column 10 disposed between the two column members 1A and 1B, and the brake mechanism 11 provided between the two column members 1A and 1B and the vibration-isolating column 10 constitute the aforementioned vibration-proof mechanism. Construction 5.

However, it can be arranged by the aforementioned plate-like members 12, 12' The vibration-isolating structure 5 between the plate-like members 12, 12' and the brake mechanism 11 provided between the plate-like members 12, 12' and the seismic-isolating structure 5 are formed separately and unitized from the seismic-isolating structure. The seismic isolation structure 5 is substituted for the aforementioned seismic isolation structure 5. The unitary vibration-isolating structure 5 as described above can be easily assembled into the middle of the column members 1A and 1B of the structure or between the beam 2 and the beam-like member constituting the structure.

Moreover, according to the aforementioned brake mechanism 11, in two column members When 1A and 1B are relatively moved in the horizontal direction, by preventing the end edges of the end faces 6 and 7 of the seismic isolation column 10 from abutting against the inner surface of the stopper member 13, it is possible to prevent the vibration-isolating column 10 from facing outward in the horizontal direction. The column members 1A, 1B are moved. Therefore, the inner surface of the stopper member 13 and the end edges of the end faces 6, 7 of the vibration-isolating column 10 are formed as the fulcrum E, so that the vibration-isolating column 10 can be formed to start tilting. In addition, in order to incline the shock-absorbing column 10, a predetermined gap parallel to the outer surface of the vibration-isolating column 10 may be provided between the shock-absorbing column 10 and the stopper member 13 instead of the first figure a, As shown in Fig. b, a gap 14 is formed between the inner surface of the stopper member 13 and the outer surface of the vibration-isolating column 10, which is separated from the vibration-isolating column 10 by separation from the plate-like members 12, 12'.

Fig. 1 c and Fig. 1 d show the aforementioned brake mechanism 11 Other examples. Since the brake mechanism 11 is arranged to have a vertically symmetrical shape, only the brake mechanism 11 provided between the lower end of the seismic isolation column 10 and the lower column member 1A is shown in FIG. 1 and FIG. The brake mechanism 11 of Fig. 1c is formed with a stopper member 13 composed of a projection projecting from the plate-like member 12, and a gap 14' parallel to the outer surface of the vibration-isolating column 10 is formed, and the projection 26 is attached thereto. The outer circumference of one end 10a (lower end) of the seismic isolation column 10 is protruded. Therefore, the above-described seismic isolation column 10 prevents movement in the horizontal direction by abutting the convex portion 26 against the stopper member 13, and the seismic isolation column 10 is formed such that the convex portion 26 can be used as the fulcrum E to start tilting. The convex portion 26 may be provided on the inner surface of the stopper member 13 which is disposed close to the upper surface of the plate-like member 12 provided on the column member 1A. Further, the convex portions 26 may be provided in a plurality of intervals around the vibration-isolating column 10, or may be formed to continuously form a ring shape around the vibration-isolating column 10.

Moreover, the brake mechanism 11 of FIG. 1 is a stop member In the case where the gap 14' is formed in parallel with the outer surface of the seismic isolation column 10, the extending portion 10' (flange portion) that protrudes outward with respect to one end of the column member 1B is provided. Therefore, the seismic isolation column 10 prevents the movement in the horizontal direction by abutting the extension portion 10' against the stopper member 13, and the vibration-damping column 10 is formed by the outer end portion of the extension portion 10' as the fulcrum E. Can start to tilt. In addition, in the first figure c and the first figure d, the case where the stopper member 13 is provided with the gap 14' parallel to the outer surface of the seismic isolation column 10 is shown, but it may be the first Figure a, stop structure The member 13 is obliquely spaced apart from the center side in the longitudinal direction of the seismic isolation column 10.

Further, the end faces of the aforementioned plate-like members 12, 12' can also be made Between the abutments 8 and 9 of the shock-absorbing columns 10 and 6, the sheet-like elastic material 28 formed of a thin rubber material or the like is interposed.

Figure 2 to Figure 2d show that the structure is set on 2 columns. An example of the shape of the stopper member 13 of the brake mechanism 11 between the members 1A and 1B and the seismic isolation column 10. Since the stopper member 13 constituting the brake mechanism 11 provided in the two column members 1A and 1B has a vertically symmetrical shape, only the plate shape of the column member 1A provided on the lower side is shown in FIGS. 2 and 2D. The stop member 13 of the member 12.

Figure 2a is the same as Figure 1a. The protruding stopper member 13 is for surrounding the entire outer circumference of the one end 10a of the shock-absorbing column 10, and the second diagram b is a modification of the stopper member 13, so that only four of the plate-shaped members 12 are shown. The corner portion is provided with the stopper member 13', and the second diagram c shows the case where the stopper member 13" is provided only at the four side portions of the plate member 12. The second figure d indicates the plate member. 12 is provided to surround the outer periphery of the one end 10a of the seismic isolation column 10 by the stopper member 13 formed as the projection 15 of the screw pile member.

Furthermore, in Figure 1~1D, and Figure 2a~ In the embodiment of FIG. 2D, although the stopper member 13 as the brake mechanism 11 is provided in the two column members 1A and 1B, the stopper member 13 may be provided at one end 10a of the vibration-isolating column 10 and The other end 10b.

<About the setting of the width and depth of the seismic isolation column>

When the width or depth of the column 1 of the seismic isolation structure 5 is increased, it can be used to increase the cargo load of the seismic isolation structure 5 and increase the rigidity of the seismic isolation structure 5.

3A to 3D show the cross-sectional shape of the seismic isolation column 10, and the cross-sectional shape of the seismic isolation column 10 indicates the shapes of the abutting surfaces 8, 9 of the end portions 10a and 10b. Although the third figure a is the cross-sectional shape of the seismic isolation column 10, it is shown in the horizontal biaxial direction (X, Y), the width B1 and the depth B2 are squares of the same size, and the third figure b shows the exemption. The cross-sectional shape of the striking column 10 is in the horizontal biaxial direction (X, Y), and the width B1 and the depth B2 are rectangular shapes having different sizes. Further, the cross-sectional shape of the seismic isolation column 10 may have a regular octagonal shape as shown in Fig. 3c of the four corners of the square in Fig. 3, or a rectangular shape in which the third figure b is cut. The shape of the elongated octagonal shape shown in Fig. 3 of the four corners may also be used. Further, the cross-sectional shape of the seismic isolation column 10 can be made into a hexagonal shape or the like in addition to the above-described shape, and may be circular or elliptical.

In the above embodiment, the operation is performed as follows.

Fig. 1A shows the column 1 in a stationary state, and the load applied to the upper column member 1B is a flat abutting surface 9 of the columnar member 1B and a flat abutting surface 9 of the seismic column 10, and a vibration-free column. The flat abutment surface 8 of 10 and the flat end surface 6 of the column member 1A are transmitted to the lower column member 1A, so that the column 1 is kept in a straight line state.

And, in Fig. 1a, even if it is because of the place In the case where the shaking of the relatively small acceleration S1 occurs in the horizontal direction, the column 1 remains in a straight line state.

That is, by applying the load to the column 1, the aforementioned The end surface 7 of the column member 1B abuts against the abutting surface 9 of the seismic isolation column 10 and is pressure-bonded, and causes the abutting surface 8 of the seismic isolation column 10 to abut against the end surface 6 of the column member 1A and is crimped. At this time, since the column members 1A and 1B are provided with the stopper member 13 for surrounding the outer circumference of the one end 10a and the other end 10b of the seismic isolation column 10, it is possible to prevent the vibration-isolating column 10 from moving outward in the horizontal direction. Therefore, even if a relatively small acceleration S1 is shaken in the horizontal direction due to a small-to-medium-scale earthquake, the seismic isolation column 10 passes through the abutting faces 8, 9 of the seismic isolation column 10 and the end faces 6, 7 of the column members 1A, 1B. The brakes that will abut will not tilt, and the column 1 will remain in a straight line. At this time, as shown in FIGS. 3 to 3D, when the contact faces 8 and 9 of the seismic isolation column 10 are changed to the width B1 and the depth B2 of the end faces 6 and 7 of the column members 1A and 1B, It is possible to change the magnitude of the brake load at which the shock-absorbing column 10 will start to tilt. When the magnitudes of the aforementioned width B1 and depth B2 are set to be large, the brake load at which the shock-absorbing column 10 starts to generate an inclination becomes large.

On the other hand, in the first place because of a large-scale earthquake As shown in FIG. b, when the large acceleration S2 is shaken in the horizontal left and right direction, the column members 1A and 1B are in a state of being relatively moved in the horizontal direction. At this time, since the one end 10a and the other end 10b of the seismic isolation column 10 abut against the inner surface of the stopper member 13 and cannot move, the effect on the vibration-proof column 10 is exceeded. The load of the range of the brake load generated by the end faces 6, 7 abutting against the abutting faces 8, 9 In this case, as shown in FIG. 1B, the shock-absorbing column 10 starts tilting with the end edges of the abutting faces 8 and 9 as the fulcrum E. By tilting the vibration-isolating column 10 as described above, the shaking of the large acceleration S2 in the horizontal left-right direction is prevented from being shaken. Further, even in the case where the large acceleration S2 is shaken in the horizontal depth direction, the large acceleration S2 in the horizontal depth direction is shaken by tilting the vibration-isolating column 10 in the depth direction. To avoid earthquakes. In this case, when the magnitude of the width of the abutting surfaces 8 and 9 in the left-right direction and the size of the depth direction are set to be large, the seismic column 10 is difficult to incline in the left-right direction and the depth direction, so that it can be set to be large. Brake load. As described above, by the vibration-isolating structure 5 having a simple structure, it is possible to effectively shake the column 1 acting on the three-dimensional warehouse 100 (structure) and to be shock-proof in the horizontal biaxial direction.

As mentioned above, the seismic isolation column 10 tilted due to the earthquake will In order to restore the urging force centering on the fulcrum E, the two column members 1A and 1B and the seismic column 10 are restored to a straight line as shown in FIG. 1A in the state where the sway is stopped.

As shown in Figure 1 to Figure 1d, the settings are highlighted. The movable member 13 surrounds one end 10a and the other end 10b of the seismic isolation column 10 from the plate-like member 12 provided in the two column members 1A, 1B to prevent the vibration-proof column 10 from moving in the horizontal direction, and There is a brake mechanism 11 that causes the shock-absorbing column 10 to start tilting by the fulcrum E. Therefore, the brake mechanism 11 having a simple configuration can effectively prevent the column 1 from being shaken in the horizontal biaxial direction.

For example, when the goods are stored into the stereoscopic warehouse 100 In the case of an automatic warehouse, the direction in which the load of the large shaking is applied or the distance from the adjacent structure is relatively close, and the direction in which the earthquake-free structure 5 is not required to operate in the event of a moderate-to-small earthquake is caused by The size B of the direction in which the vibration-free structure 5 is not required to be operated is set to be large, and the brake load at which the vibration-isolating column 10 of the vibration-isolating structure 5 starts to incline can be set large. That is, as shown in FIG. 3A and FIG. 3c, the width B1 of the biaxial direction (X, Y) in which the cross-sectional shape of the seismic isolation column 10 is horizontal is the same as the size B of the depth B2. In this case, the brake load in the horizontal biaxial direction (X, Y) can be set to be the same. Further, as shown in FIG. 3b and FIG. 3D, the width B1 of the biaxial direction (X, Y) in which the cross-sectional shape of the seismic isolation column 10 is horizontal is different from the size B of the depth B2. In this case, the brake load in the horizontal biaxial direction (X, Y) can be set to be different.

In the brake mechanism 11 disclosed in the above embodiment, two columns The members 1A, 1B and the seismic isolation column 10 are held in line by the flat end faces 6, 7 abutting against the flat abutting faces 8, 9. In addition, when the two column members 1A and 1B are relatively moved in the horizontal direction, the stopper member 13 can prevent the one end 10a and the other end 10b of the vibration-isolating column 10 from facing the two column members 1A in the horizontal direction. 1B moves. Therefore, the vibration-isolating column 10 is inclined around the fulcrum E, whereby the structure can be effectively prevented from being shaken in the horizontal biaxial direction by the vibration-proof structure 5 of a simple structure. That is, the horizontal omnidirectional direction intersecting with the horizontal biaxial direction (X, Y) can be formed to be shockproof.

Here, at the end faces 6 of the aforementioned plate-like members 12, 12', 7 When the sheet-like elastic material 28 formed of a thin rubber is provided between the abutting faces 8 and 9 of the seismic isolation column 10, the impact of the plate-shaped members 12 and 12' and the vibration-isolating column 10 can be suppressed. Contact load. The sheet-like elastic material 28 can also be replaced with a foam material instead of the rubber material. In this case, although the restoring force of the rubber material is smaller, it is expected that the effect of suppressing the contact load can be improved.

[Embodiment 2]

Fig. 4A and Fig. 4b show a seismic isolation structure according to a second embodiment of the present invention. The brake mechanism 11 shown in FIGS. 4A and 4B is configured by a member having a stretched portion 27 (flange portion) that protrudes outward at one end 10a and the other end 10b of the seismic isolation column 10; And a stopper member 13 of a desired length, protrudingly provided at the plate-like members 12, 12' and having a gap to surround the outer circumference of the aforementioned extension portion 27. The stopper member 13 of Figs. 4A and 4B has a cylindrical shape having a rectangular cross section. 23 series reinforcement bracket. Further, the stopper member 13 constitutes the inclination angle restricting member 24 by having a protruding length J that is in contact with the above-described vibration-isolating column 10 at a position corresponding to the inclination angle at which the vibration-isolating column 10 can be reset by its own weight.

Fig. 5A and Fig. 5B show a vibration-isolating structure of a modification of Figs. 4a and 4b of the second embodiment. The brake mechanism 11 shown in Fig. 5 and Fig. 5b is constituted by the following members: a plate member 12, 12'; and a stopper member 13 having a required length protruding, fixed in the plate shape The members 12, 12' surround the outer circumference of the flange-like extension portion 27 provided at one end 10a and the other end 10b of the above-described vibration-isolating column 10. Figure 5, a, 5 The stopper member 13 of Fig. b is formed of a steel material having a U-shaped cross section, and is symmetrically arranged to sandwich the extension portion 27 from the front, rear, and left and right. The stopper member 13 has a web surface that is fixed to the plate-like members 12, 12' and is adjacent to the above-mentioned extension portion 27, and is separated from the vibration-proof column 10 by being separated from the plate-like members 12, 12'. Increased to form an inclined inclined surface 25. Further, the stopper member 13 constitutes the inclination angle restricting member 24 by having a protruding length J that is in contact with the above-described vibration-isolating column 10 at a position corresponding to the inclination angle at which the vibration-isolating column 10 can be reset by its own weight.

According to Figure 4 a, Figure 4 b, Figure 5 a, Figure 5 In the embodiment of b, since the inclination angle restricting member 24 having the protruding length J is constituted by the stopper member 13, the inclination angle restricting member 24 can restrict the inclination of the shock-absorbing column 10 beyond the tilt which can be reset by the self-weight. Above angle.

Even in Figure 4, a, Figure 4, Figure 5, a, and 5 In the second embodiment shown in FIG. b, the vibration-isolating structure 5 includes the plate-like members 12 and 12', the stopper member 13 provided in the plate-like members 12 and 12', and the vibration-isolating column 10. The brake mechanism 11 can be unitized and independent of the vibration-isolating structure, and the unitized seismic isolation structure 5 can be easily assembled into the column members 1A, 1B or the beam 2 of the structure. Configuration.

[Example 3]

FIGS. 6A and 6B show another embodiment of the seismic isolation structure 5 included in the column 1 constituting the three-dimensional warehouse 100. Figure 6 a, The vibration-isolating structure 5 shown in Fig. 6b constitutes the brake mechanism 11 by the stopper member 13 including the convex portion 20 and the concave portion 21, and the convex portion 20 is provided in the two column members 1A, 1B. The center of one of the end faces 6, 7 and the abutting faces 8 and 9 of the seismic isolation column 10; the recessed portion 21 is provided on the abutting faces 8 of the end faces 6, 7 of the two column members 1A, 1B and the seismic isolation column 10 The center of the other side of the 9 is for fitting with the convex portion 20. In Fig. 6a, the convex portion 20 is provided on the abutting flange 17 of the seismic isolation column 10, and the convex portion 20 is fitted to the concave portion 21 formed by the column members 1A, 1B composed of angle steel. The convex portion 20 and the concave portion 21 can be formed into a truncated pyramid shape or a frustoconical shape. On the other hand, Fig. 6b shows a case where the convex portions 20 are provided in the plate-like members 12, 12' of the column members 1A, 1B, and the concave portions 21 are provided in the seismic isolation column 10. Moreover, in the embodiment of Fig. 6 and Fig. 6b, the convex portion 20 and the concave portion 21 of the brake mechanism 11 are formed to have a structure in which the alignment mechanism is provided.

In addition, in the embodiment of FIG. 6 a and FIG. 6 b, the column The plate-like members 12, 12' of the members 1A, 1B have a shape protruding outward with respect to the abutting flange 17 of the seismic isolation column 10, whereby the periphery of the plate-like members 12, 12' of the column members 1A, 1B is utilized. Forming the tamper-evident column 10 begins to produce a slanted fulcrum E. Further, in FIGS. 6a and 6b, the plate-like members 12, 12' are protruded more outward than the abutting flange 17, and are formed by the outer periphery of the abutting flange 17. In the case of the fulcrum E, the abutment flange 17 may protrude further outward than the plate-like members 12 and 12', and the fulcrum E may be formed by the outer periphery of the plate-like members 12 and 12'.

According to the embodiment of Fig. 6a and Fig. 6b, when the column member When the relative movement of the 1A and 1B in the horizontal direction is performed, the stopper member 13 which is provided between the two column members 1A and 1B and the vibration-isolating column 10 and which is formed by the convex portion 20 and the concave portion 21 which are fitted to each other is The vibration-proof column 10 is prevented from moving to the outside in the horizontal direction. Further, when the two column members 1A, 1B are relatively shaken by relative movement due to a large-scale earthquake, the convex portion 20 and the concave portion 21 guide the vibration-isolating column 10 to abut against the fulcrum formed by the flange 17. E starts to tilt at the center to generate a braking function, whereby the shaking acting on the column 1 is shock-free.

In the embodiments of Fig. 6a and Fig. 6b, since Since the column members 1A and 1B or the seismic isolation column 10 are used as the recesses 21, the structure of the seismic isolation structure 5 can be simplified. Further, since the fulcrum E can be arbitrarily protruded outward in the horizontal direction from the shock-absorbing column 10 by the abutting flange 17 and the plate-like members 12 and 12', it is possible to increase the vibration-free structure with a simple structure. The column 10 begins to produce a tilted brake load.

And, as described above, since the convex portion 20 and the concave portion 21 are also Also, as a aligning mechanism, even when there is displacement between the two column members 1A and 1B and the seismic isolation column 10 in the horizontal direction, when the inclined seismic column 10 is restored, the two column members 1A, 1B and the seismic isolation column 10 are adjusted to return to a certain position. The alignment mechanism composed of the convex portion 20 and the concave portion 21 shown in the above-mentioned Figs. 6 and 6b can also be applied to other embodiments.

[Example 4]

Figure 7 a and Figure 7 b show the formation of a stereo warehouse 100 Other embodiments of the seismic isolation structure 5 of the column 1 are provided. The vibration-isolating structure 5 shown in FIGS. 7A and 7B is configured with a brake mechanism 11 including a brake additional member 18, which is provided in the same structure as the above-described FIG. 6 and FIG. 18 is elastically connected to the two column members 1A in a close contact state between the plate-like members 12 and 12' provided at the lower end of the lower column member 1A and the lower end of the upper column member 1B and the abutting flange 17 The abutting faces 8, 9 of the end faces 6, 7 of the 1B and the seismic isolation column 10. As the brake attachment member 18, a return spring 19 (elastic body) composed of a disk spring or the like as shown in the drawing can be provided.

The brake of the embodiment shown in Fig. 7 and Fig. 7b The structure 11 includes a brake additional member composed of a return spring 19 that pulls the end faces 6 and 7 of the two column members 1A and 1B and the abutting faces 8 and 9 of the seismic isolation column 10 to be in close contact with each other. 18, therefore, compared with the case of Fig. 1 to Fig. 1 to Fig. d, Fig. 6 and Fig. 6b, the shock-free column 10 is increased from the fulcrum E as the center to start the tilting brake load. Further, the brake load can be adjusted by selecting the pull strength of the return spring 19. Further, by selecting the pulling strength of the return spring 19, it is possible to adjust the natural period when the vibration-isolating column 10 is tilted.

<About setting brake acceleration>

When the swaying load is applied to the seismic isolation column 10 in the horizontal direction, the moment M _P when the seismic isolation column 10 starts to incline is as shown in the following equation.

α: Brake vibration (no cause of gravity acceleration 1)

H: height of the seismic isolation column 10

N: number of columns 1

M: the upper part of the mass than the vibration-free column device

g: gravitational acceleration

f _O : initial load imparted to the return spring

B: the width of the column B1 and the depth B2

The width B1 and the depth B2 of the column are integrated by B, and are formed as follows.

From the above equation, it is understood that the larger the width B1 of the cross-sectional area of the column 1 constituting the seismic isolation structure 5 and the larger the size B of the depth B2, the more the corresponding braking acceleration α can be set larger. When the depth B2 of the sectional area of the column 1 is made large, the corresponding braking acceleration α can be set large in the depth direction.

<Increase in rigidity of earthquake-free structure>

The natural vibration number F (Hz) of the vibration-isolating structure 5 including the brake mechanism 11 having the above-described return spring 19 is expressed by the following equation. Hereinafter, since the description will be simplified, the case of the size B of the width and depth of the abutting flange 17 will be described.

K _O : coefficient of the recovery spring

B: the width of the abutting faces 8, 9 of the abutting flange 17

L: interval of the return spring 19

H: height of the seismic isolation column 10

N: number of columns 1

M: the upper part of the mass than the vibration-free column device

According to the above equation, when the coefficient K _O of the return spring 19 provided in the vibration-isolating structure 5 is set to be large, the number of natural vibrations in the horizontal biaxial direction (X, Y) also increases. On the other hand, since the size B of the abutting faces 8 and 9 of the abutting flange 17 provided in the seismic isolation column 10 can be individually set in the horizontal biaxial direction, it is necessary to adjust by the adjustment. The direction of increase in rigidity of the seismic structure 5 or the size B of the direction of decrease can arbitrarily set the natural vibration number.

Therefore, in the embodiment of Fig. 7 and Fig. 7b, the width B1 and the depth B2 of the abutting faces 8 and 9 of the abutting flange 17 provided in the above-described seismic column 10 are The generated brake function is added to the brake load generated by the brake additional member 18 composed of the return spring 19, and the brake load when the vibration-isolating column 10 starts tilting can be set to a large value.

For example, since the structure may interfere with the pipe or the adjacent structure, when it is difficult to reinforce by the pillar or the like and there is a portion where the rigidity is lowered, the deformation at the time of the earthquake may become large. For the portion having the lower rigidity, the width B1 and the depth B2 of the abutting faces 8 and 9 of the abutting flange 17 provided in the seismic isolation column 10 are large. The small B is made larger to increase the rigidity of the seismic isolation structure 5, and it is possible to suppress the problem that the structure is locally deformed largely due to the load caused by the earthquake.

Fig. 8a and Fig. 8b show the vibration-free application of the present invention. An example of a constructed construct, and the seismic-free construction of the present invention is applied to a portion of the construct. As shown in Fig. 8 and Fig. 8b, the seismic isolation structure 5 of the present invention can be applied to the three-dimensional warehouse 100 shown in Fig. 9 and Fig. 9b, or the boiler device 101, or The column 1 of the structure of the cargo handling device 103, such as a three-dimensional parking device 102, or a crane, an unloader, or a conveyor device. The above-described seismic isolation structure 5 can be disposed between the lower end of the column 1 and the base G, in addition to being disposed in the middle of the column 1 for constructing the structure as shown in Fig. 8a. Further, the above-described seismic isolation structure 5 can be provided between members of the beams 2 and 2 constituting the structure as shown in Fig. 8b.

Next, refer to Figure 10 to Figure 10 c to illustrate In the case where a plurality of seismic isolation structures 5 are provided on the column 1 of the structure. Fig. 10A shows a three-dimensional warehouse 100 in which the seismic isolation structure 5 is not provided, and Fig. 10B shows a three-dimensional warehouse 100 including a seismic isolation structure 5, and Fig. 10(c) shows that The comparison is made in the case of the three-dimensional warehouse 100 of the layer seismic isolation structure 5. As shown in FIG. 10A, in the three-dimensional warehouse 100 in which the seismic isolation structure 5 is not provided, when the foundation is shaken due to an earthquake, the shaking that is transmitted to the three-dimensional warehouse 100 increases toward the upper portion, and the acceleration is increased. The shaking of the upper end will become very large.

On the other hand, as shown in Figure 10b, there is a layer In the three-dimensional warehouse 100 of the earthquake-free structure 5, since the amount of deformation δ can be absorbed by the vibration-free action generated by the vibration-isolating structure 5, it is possible to reduce the transmission of the shaking to the upper portion than the seismic-isolating structure 5, and to reduce the three-dimensionality. The upper part of the warehouse 100 is shaken. Further, as shown in FIG. 10c, in the three-dimensional warehouse 100 in which the column 1 is provided with the seismic isolation structure 5 of the upper and lower layers, the vibration-proof action of the two-layer seismic-isolating structure 5 is formed to allow the deformation amount. Since the vibration-proof device of the deformation of 2 δ is formed, it is formed as a vibration-proof device capable of responding to a large-scale earthquake in which the shaking becomes larger. Therefore, even if it is a seismic-free structure 5 having a small vibration-proof function, as shown in Fig. 10c, by arranging the vibration-isolating structure 5 in a plurality of layers, it is possible to absorb the shaking of the structure due to the earthquake. It is shock-free.

Furthermore, the seismic isolation structure of the present invention is not limited to the above It is a matter of course that various modifications can be made without departing from the spirit and scope of the invention.

1‧‧ ‧ column

1A‧‧‧column components (first component)

1B‧‧‧column components (second component)

5‧‧‧ Earthquake-free structure

6‧‧‧ end face

7‧‧‧ end face

8‧‧‧Abutment

9‧‧‧Abutment

10‧‧‧ Shock-free column

10a‧‧‧End

10b‧‧‧The other end

11‧‧‧ brake mechanism

12‧‧‧ Plate-like members

12'‧‧‧ Plate-like members

13‧‧‧stop members

14‧‧‧ gap

28‧‧‧Flexible materials

B‧‧‧The width and depth of the column

E‧‧‧ pivot

H‧‧‧ height of seismic column

S1‧‧ acceleration

II‧‧‧ Direction

Claims (12)

An earthquake-free structure, comprising: a seismic isolation column disposed between two members facing each other with a flat end surface and forming a flat abutting surface crimped to the flat end surface at one end and the other end The abutting surface is capable of being inclined from a state of being crimped to the end surface; and the stopper member is provided at least on one of the two members and the shock-absorbing column to prevent the two members from being opposed to each other in the horizontal direction. When moving, the shock-absorbing column is moved in a horizontal direction, and a fulcrum is formed in which the shock-absorbing column is inclined from the end surface and the abutting surface, and the flat end faces of the two members are The flat abutting surface of the shock-absorbing column that is pressed against the end surface and the stopper member that forms the fulcrum form a brake mechanism. The seismic isolation structure according to claim 1, wherein the two members are column members. The seismic isolation structure of claim 1, wherein the two of the aforementioned members are beams. The seismic isolation structure according to claim 1, wherein the fulcrum is formed by an end edge of the flat end surface of the two members or a flat edge of the abutting surface of the vibration-isolating column . The seismic isolation structure according to claim 1, wherein the stopper member is attached to one of the two members and the shock-absorbing column, and surrounds the two members from the horizontal direction and the other end of the shock-absorbing column. The prominent part of the department. The seismic isolation structure of claim 5, wherein the stopper member is in contact with the shock-absorbing column or the two members at a position corresponding to an inclination angle at which the vibration-damping column can be reset by its own weight. The protruding portion of the protruding length forms a tilt angle restricting member. The vibration-proof structure according to the first aspect of the invention, wherein the stopper member includes: a convex portion provided at a center of the two members and the vibration-isolating column, and a plurality of the members and the aforementioned The center of the other side of the seismic isolation column is a recess for fitting the convex portion. The seismic isolation structure of claim 1, wherein the brake mechanism has a brake load for elastically connecting the two members and the shock-absorbing column and adjusting the brake-free column to start generating a tilting load. Elastomer. The seismic isolation structure according to claim 1, wherein the flat end surface of the two members and the flat abutting surface of the shock-absorbing column have a width and a depth in a horizontal biaxial direction. For the difference. The seismic isolation structure according to claim 1, wherein the fulcrum formed between the two members and the vibration-isolating column is provided to protrude outward in the horizontal direction of the two members and the vibration-isolating column. The position to increase the aforementioned shock-free column will begin to produce a tilted brake load. A structure comprising the vibration-isolating structure according to any one of items 1 to 10 of the above-mentioned patent application. The structure according to claim 11, which is a three-dimensional warehouse having a vibration-free structure.