JP6590209B2 - Seismic isolation building - Google Patents

Description

  The present invention relates to a base-isolated building.

  Generally, a large beam of a large roof covering a large space has a fulcrum fixed or is supported by a sliding bearing. For example, in a building where a roof structure of a truss structure is supported by a lower structure at a roof support part, the base plate supported by the lower structure and the truss members constituting the truss structure are arranged as the roof support part. A ball joint has been proposed (see Patent Document 1 below). This structure is configured to suppress the seismic force borne by the lower structure without causing a load exceeding the sliding load by sliding the roof frame during an earthquake.

  There is also known a seismic isolation device using a laminated rubber in which rubber plates and steel plates are alternately stacked and bonded together with a damper. This seismic isolation device has a configuration that can suppress the amount of displacement during an earthquake.

JP 2001-152696 A

However, in the base-isolated building described in Patent Document 1, the roof frame is simply slid, and the displacement amount may be excessive.
Also, if a seismic isolation device that uses laminated rubber and a damper is installed in a large span building, depending on the location of the laminated rubber, the laminated rubber will receive stress generated in the large beam on the large roof, and the tensile strength will be applied to the laminated rubber. May occur. Since the laminated rubber is expected to have mechanical properties in a state where a compression force acts on the laminated rubber itself, it is not preferable that a tensile force is generated during an earthquake. Therefore, in a large-span building, there is a problem that the laminated rubber having a tensile force cannot stably support the large roof during an earthquake.

  Accordingly, the present invention has been made in view of the above circumstances, and provides a seismic isolation building that can be stably supported even in the case of a large-span large roof frame.

In order to achieve the above object, the present invention employs the following means.
That is, the seismic isolation building according to the present invention includes a lower structure, a lower laminated rubber bearing, which is supported by the lower structure, a support which is placed on the lower side laminated rubber bearing on, the support It includes a plurality of upper laminated rubber bearing which is placed on both sides in the width direction of the lower structure at the top, a superstructure supported on the upper surface of the plurality of the upper laminated rubber bearing, a upper structure The lower surface of the support is formed along a first virtual arc that bulges downward, and the upper surface of the support body bulges downward and is substantially parallel to the first virtual arc and below the first virtual arc. A plurality of upper laminated rubber bearings are formed along the second virtual arc, and upper surfaces of the plurality of upper laminated rubber bearings are arranged along the first virtual arc, and lower surfaces of the plurality of upper laminated rubber bearings are arranged on the second virtual arc. characterized Rukoto disposed along.

In the seismically isolated building configured as described above, the plurality of upper laminated rubber bearings are placed on both sides in the width direction of the lower structure on the support, and the first virtual arc whose upper surface swells downward is formed. Are arranged along. The lower surface of the upper structure is formed along the first virtual arc corresponding to the upper surface of the upper laminated rubber bearing, and is supported on the upper surface of the upper laminated rubber bearing. Therefore, in the event of an earthquake, the upper laminated rubber bearing is deformed along the first virtual arc and the upper structure rotates and moves along the first virtual arc, so that the bending moment acting on the end of the upper structure is suppressed. The tensile force generated in the upper laminated rubber bearing is relaxed.
As for the horizontal force, the upper laminated rubber bearing and the lower laminated rubber bearing can each exhibit a seismic isolation performance by translational movement. Therefore, it is possible to stably support the base-isolated building during an earthquake.
The support body is formed along a second virtual arc located below the first virtual arc, with the upper surface bulging downward and substantially parallel to the first virtual arc. In other words, the lower surface of the upper laminated rubber bearing placed on the support is formed along a second virtual arc that is substantially parallel to the first virtual arc. Therefore, since the upper surface and the lower surface of the upper laminated rubber support are formed substantially in parallel, the upper laminated layer can be simply laminated by simply laminating the steel plate formed in a flat plate shape and the steel plate formed in a flat plate shape. A rubber bearing can be constructed.

  In the base-isolated building according to the present invention, the upper surfaces of the plurality of upper laminated rubber bearings may be arranged along a spherical surface constituted by the plurality of first virtual arcs.

  In the base-isolated building configured as described above, the upper laminated rubber bearing is deformed along the spherical surface constituted by the plurality of first virtual arcs at the time of an earthquake, so that a bending moment acting on the end portion of the upper structure is generated. It is effectively suppressed and the tensile force generated in the upper laminated rubber bearing is effectively relaxed.

  In the base-isolated building according to the present invention, the lower structure may be a pillar, and the upper structure may be a beam.

  In the base-isolated building configured as described above, the column can stably support the beam supporting the roof during an earthquake.

  According to the base-isolated building according to the present invention, even a large-span large roof frame can be stably supported during an earthquake.

It is the top view which showed typically arrangement | positioning of the lower structure of the seismic isolation building of one Embodiment of this invention. It is the elevation which showed typically the composition of the base isolation building of one embodiment of the present invention. It is the A section enlarged view of FIG. It is a disassembled perspective view of the junction part of the lower structure and upper structure of the seismic isolation building of one Embodiment of this invention. It is a front view which shows the structure of the upper laminated rubber bearing of the seismic isolation building of one Embodiment of this invention. It is a figure explaining the behavior of the perpendicular direction at the time of the earthquake of the conventional seismic isolation building. It is a figure which shows a mode that tensile force generate | occur | produces in a laminated rubber bearing in the conventional seismic isolation building. It is a figure explaining the bending moment which generate | occur | produces in the base-isolated building of one Embodiment of this invention. In the base-isolated building of one Embodiment of this invention, it is a figure which shows the translational motion of the junction part of a lower structure and an upper structure. It is the elevation view of the principal part which showed typically the structure of the seismic isolation building of the modification of one Embodiment of this invention.

The base-isolated building which concerns on one Embodiment of this invention is demonstrated using drawing.
FIG. 1 is a plan view schematically showing the arrangement of substructures of a base-isolated building according to an embodiment of the present invention.
As shown in FIG. 1, the seismic isolation building 1 is a large span building with a span between columns (substructures) 2 of about 100 m.
For convenience, one horizontal direction is defined as the X direction, and the horizontal direction orthogonal to the X direction is defined as the Y direction.

FIG. 2 schematically shows the configuration of the seismic isolation building 1 and is an elevational view along the X direction (viewed from the Y direction).
As shown in FIGS. 1 and 2, the pillars 2 are provided in a total of four places, two rows in the X direction and two rows in the Y direction. In addition, the arrangement position, the number, and the like of the pillars 2 can be set as appropriate.

  A large beam (upper structure) 3A is installed between the pillars 2 spaced apart in the X direction. In the present embodiment, the large beam 3A has a truss structure made of steel or the like. The large beam 3 </ b> A supports the large roof 5, and a large space T is formed below the large roof 5.

  The large beam 3A includes an upper chord member 31 extending in the X direction, a lower chord member 32 disposed below the upper chord member 31 and extending in the X direction, and an oblique line connecting the upper chord member 31 and the lower chord member 32 in an oblique direction inclined from the vertical direction. It has the material 33 and the vertical material 34 which connects the upper chord material 31 and the lower chord material 32 in the perpendicular direction.

FIG. 3 is an enlarged view of a portion A in FIG. FIG. 4 is an exploded perspective view of a joint portion between the column 2 of the base-isolated building 1 and the large beam 3A.
As shown in FIGS. 3 and 4, a bending member 4 is provided at a joint portion of the large beam 3 </ b> A with the column 2. Here, a hypothetical bulging downward centering on a point P1 on the central axis of the column 2 (vertical axis passing through the center in the plan view of the column 2 (the intersection of the center line in the X direction and the center line in the Y direction)) An arc (first virtual arc) S1 is formed. A virtual spherical surface B1 is formed by the plurality of virtual arcs S1. The lower surface 4B of the bending member 4 is disposed on the virtual spherical surface B1.

  In the present embodiment, the bending member 4 is configured by, for example, a pair of steel materials 41 being arranged substantially orthogonally and welded to each other. Each steel material 41 is formed such that the lower surface 4B is along the phantom spherical surface B1.

  As shown in FIG. 1, a large beam 3 </ b> B is installed between the columns 2 separated in the Y direction. Note that a beam having a truss structure like the large beam 3A may be provided between the large beams 3B.

  As shown in FIG.3 and FIG.4, the seismic isolation apparatus 6 is installed between the pillar 2 and the big beam 3A. The seismic isolation device 6 includes a plurality of lower laminated rubber bearings 7 and dampers (not shown; the same applies hereinafter) installed on the upper surface 2T of the column 2 and a support member (installed on the upper surface of the lower laminated rubber bearing 7). And a plurality of upper laminated rubber supports 9 and dampers (not shown; the same applies hereinafter) installed on the upper surface 8T of the support member 8.

  Each of the lower laminated rubber supports 7 includes a lower support plate 71 fixed to the upper surface 2T of the column 2, an upper support plate 72 fixed to the lower surface 8B of the support member 8, a lower support plate 71, and an upper support plate 72. And a laminated rubber 73 interposed therebetween. The lower support plate 71 and the upper support plate 72 are formed in a flat plate shape. The laminated rubber 73 is obtained by alternately laminating flat steel plates (not shown) and flat rubber (not shown).

  Here, a virtual arc (second virtual arc) S <b> 2 that swells downward is formed around the point P <b> 2 on the central axis of the column 2. A virtual spherical surface B2 is formed by the plurality of virtual arcs S2. The upper surface 8T of the support member 8 is disposed on the phantom spherical surface B2.

  In the present embodiment, the support member 8 is configured by, for example, a pair of steel materials 81 being arranged substantially orthogonally and welded to each other. Each steel material 81 is formed such that the upper surface 8T is along the phantom spherical surface B2.

  Each upper laminated rubber bearing 9 includes a lower bearing plate 91 fixed to the upper surface 8T of the support member 8, an upper bearing plate 92 fixed to the lower surface 4B of the bending member 4 of the large beam 3A, a lower bearing plate 91 and an upper bearing. And a laminated rubber 93 interposed between the plates 92.

FIG. 5 is a front view showing the configuration of the upper laminated rubber bearing 9 of the seismic isolation building 1.
As shown in FIG. 5, the lower surface 91 </ b> B of the lower support plate 91 is formed in a spherical shape that swells downward along the upper surface 8 </ b> T (virtual spherical surface B <b> 2) of the support member 8. The upper surface 92T of the upper support plate 92 is formed in a spherical shape that is recessed downward along the lower surface 4B (virtual spherical surface B1) of the bending member 4 of the large beam 3A. The laminated rubber 93 is obtained by alternately laminating flat steel plates (not shown) and flat rubber (not shown).

Next, the behavior of the seismic isolation building 1 during an earthquake will be described.
First, a description will be given of a conventional configuration in which laminated rubber is not divided into two layers as in the present invention, that is, when a single laminated rubber bearing is arranged between the pillar 2X and the large beam 3X. To do.

FIG. 6 is a diagram for explaining the vertical behavior of the conventional base-isolated building 1 during an earthquake.
As shown in FIG. 6, during an earthquake, a large bending moment acts on the end portion 3Y of the large beam 3X due to the roof weight or the response of the roof surface due to vertical earthquake motion.

FIG. 7 is a diagram illustrating a state in which a tensile force is generated in the laminated rubber bearing 6X in a conventional seismic isolation building.
As shown in FIG. 7, in order to bear the bending moment acting on the end portion 3Y of the large beam 3X, a vertical force is generated in the laminated rubber support 6X, and a tensile force is applied on the one end portion 6Y side.

FIG. 8 is a diagram for explaining the bending moment acting in the base-isolated building 1 described above. FIG. 9 is a diagram illustrating the translational motion of the joint portion between the column 2 and the large beam 3A in the base-isolated building 1 described above.
As shown in FIG. 8, since the upper laminated rubber bearing 9 is deformed along the phantom spherical surface B1, the bending moment acting on the end 3Z of the large beam 3A is suppressed in the base-isolated building 1, and the upper laminated rubber bearing 9 The resulting tensile force is relaxed. On the other hand, the horizontal movement at the time of an earthquake can be translated as shown in FIG. 9, and can exhibit seismic isolation performance.

In the base-isolated building 1 configured as described above, the plurality of upper laminated rubber bearings 9 are placed on both sides of the pillar 2 in the X direction and the Y direction (width direction) on the support member 8, and the upper surface 92 </ b> T is formed. It arrange | positions along the virtual spherical surface B1 which swells toward the downward direction. The lower surface 4B of the large beam 3A is formed along the virtual spherical surface B1 corresponding to the upper surface 92T of the upper laminated rubber bearing 9, and is supported on the upper surface 92T of the upper laminated rubber bearing 9. Therefore, in the event of an earthquake, the upper laminated rubber bearing 9 is deformed along the phantom spherical surface B1, and the large beam 3A rotates and moves along the phantom spherical surface B1, so that the bending moment acting on the end 3Z of the large beam 3A is suppressed. The tensile force generated in the laminated rubber support 9 is relaxed. Accordingly, the pillar 2 can stably support the large beam 3A that supports the large roof 5.
As for the horizontal force, the upper laminated rubber bearing 9 and the lower laminated rubber bearing 7 can each exhibit a seismic isolation performance by translational movement. Therefore, the seismic isolation building 1 can be stably supported at the time of an earthquake.

Further, the support member 8 is formed along a virtual spherical surface B2 positioned below the virtual spherical surface B1 so that the upper surface 8T swells downward and is substantially parallel to the virtual spherical surface B1. That is, the lower surface 91B of the upper laminated rubber bearing 9 placed on the support member 8 is formed along a virtual spherical surface B2 substantially parallel to the virtual spherical surface B1. Therefore, since the upper surface 92T and the lower surface 91B of the upper laminated rubber support 9 are formed substantially in parallel, a simple configuration in which the steel plates formed in a flat plate shape and the steel plates formed in a flat plate shape are stacked alternately. Thus, the upper laminated rubber bearing 9 can be configured.

(Modification)
Next, a modification of the present invention will be described mainly with reference to FIG.
In the following modifications, the same members as those used in the above-described embodiment are denoted by the same reference numerals, and the description thereof is omitted.
FIG. 10 is an elevation view of the main part schematically showing the configuration of the base-isolated building according to the modification of the embodiment of the present invention.
As shown in FIG. 10, in the seismic isolation building 1 </ b> A, a column-side bending member 10 is provided on the top of the column 2. A virtual arc S3 that swells upward is formed around a point on the central axis of the column 2. A virtual spherical surface B3 is formed by the plurality of virtual arcs S3. A lower surface 7 </ b> C of the lower laminated rubber bearing 7 </ b> A is formed in a spherical shape that is recessed upward along the upper surface of the column side bending member 10. The lower surface 8C of the support member 8A is formed in a spherical shape that swells upward. The upper surface of the lower laminated rubber support 7A is formed in a spherical shape that swells upward along the lower surface 8C of the support member 8A. The laminated rubber 73 is obtained by alternately laminating flat steel plates and flat rubbers.

  In the case of a large earthquake, a mega pillar with a large cross section and a large span between the pillars 2 or a large amount of rotation of the top of the mega pillar, a large amount of rotation is required for the seismic isolation device 6A. In this case, in the seismic isolation building 1A, since the upper laminated rubber bearing 9 and the lower laminated rubber bearing 7A are respectively deformed, the bending moment acting on the end 3Z of the large beam 3A is further suppressed, and the upper laminated rubber bearing 9 is generated. The tensile force is more relaxed.

  It should be noted that the assembly procedure shown in the above-described embodiment, or the shapes and combinations of the constituent members are examples, and various modifications can be made based on design requirements and the like without departing from the gist of the present invention.

  For example, in the embodiment described above, the lower surface 91B of the upper laminated rubber bearing 9 is disposed on the phantom spherical surface B2, but the present invention is not limited to this. The lower surface of the upper laminated rubber bearing may be arranged along a half-moon shape in which the cross section along the X direction forms the same arc shape.

1 ... Seismic isolation building 2 ... Pillar (substructure)
3A ... Large beam (superstructure)
4 ... Bending member 5 ... Large roof 6 ... Seismic isolation device 7 ... Lower laminated rubber bearing 8 ... Support member (support)
9 ... Upper laminated rubber bearing S1 ... Virtual arc (first virtual arc)
S2 ... Virtual arc (second virtual arc)
B1 ... Virtual spherical surface (spherical surface)

Claims (3)

A substructure,
A lower laminated rubber bearing, which is supported by the lower structure,
A support placed on the lower laminated rubber bearing;
A plurality of upper laminated rubber bearing which is placed on both sides in the width direction of the lower structure on the support,
With a superstructure which is supported on the upper surface of the plurality of the upper laminated rubber bearing, a,
The lower surface of the upper structure is formed along a first virtual arc that swells downward,
The upper surface of the support swells downward, is formed along a second virtual arc that is substantially parallel to the first virtual arc and is positioned below the first virtual arc,
Base upper surface of the plurality of the upper laminated rubber bearing with are disposed along the first virtual circle, the lower surface of the plurality of the upper laminated rubber bearing, characterized in Rukoto disposed along said second virtual circle Seismic building. 2. The base-isolated building according to claim 1 , wherein upper surfaces of the plurality of upper laminated rubber bearings are arranged along a spherical surface constituted by the plurality of first virtual arcs. The substructure is a pillar;
The upper structure, seismic isolation building according to claim 1 or 2, characterized in that a beam for supporting the roof.

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