Vibration-damping plates and buildings
Patent Information
- Application Number
- JP2025011321
- Authority / Receiving Office
- JP · JP
- Patent Type
- Patents
- Current Assignee / Owner
- Filing Date
- 2025-01-27
- Publication Date
- 2025-08-08
- Estimated Expiration
- 2045-01-27
AI Technical Summary
【0017】 本発明の制振用板材、及び建物により、変形が小さい振動から大きな振動まで制振性能を得ることができる。
Smart Images

Figure 0007720604000001_ABST
Abstract
Description
[Technical Field]
[0001] The present invention relates to a vibration-damping plate material and a building with improved vibration-damping properties. [Background technology]
[0002] Traditionally, development has been carried out to improve earthquake resistance as a measure against the frequent occurrence of earthquakes, but in recent years, it has become increasingly important to have vibration control properties in addition to earthquake resistance, which can reduce the shaking of buildings caused by earthquakes.
[0003] Patent Document 1 describes the configuration of a vibration-control building in which dampers with energy absorption mechanisms are installed between building materials such as beams and columns, and the relative displacement that occurs between the building materials during an earthquake is used to deform the dampers, thereby absorbing seismic energy. [Prior art documents] [Patent documents]
[0004] Patent document 1: Patent No. 3988811
[0005] However, the structure described in Patent Document 1 had the problem that when vibrations that cause small relative displacements between building materials during an earthquake occur, the damper may not be able to deform sufficiently, and may not be able to absorb enough seismic energy. Summary of the Invention [Problem to be solved by the invention]
[0006] SUMMARY OF THE INVENTION An object of the present invention is to solve the above problems and to obtain vibration damping performance for vibrations with small to large deformations. [Means for solving the problem]
[0007] In order to solve the above problems, the present invention provides a space partitioned by a lower horizontal member, an upper horizontal member, and a pair of columns of a building. Install the elastic members so that they face each other. A vibration-damping plate material, A rectangular surface material to be provided in the space; The face material and A rectangle with each side having approximately the same dimensions The aforementioned an elastic material; The face material and the stretchable material face each other, and a region of a predetermined width is bonded around the entire periphery of the end portion, and a central portion other than the region of the predetermined width around the entire periphery of the end portion is not bonded, The elastic material , over the entire surface of the central portion, Top right to bottom left or top left to right To provide a vibration-damping plate material characterized in that a plurality of slits are provided obliquely downward.
[0008] With this configuration, a large elastic material with approximately the same area as the face material is adhered to the entire periphery of the end of the face material, so that vibrations can be received over the surface, providing vibration damping for both small and large vibrations.
[0011] In the vibration-damping plate material, the elastic material may be made of vulcanized rubber.
[0012] This configuration allows the stretchable material to stretch sufficiently.
[0013] Vibration-damping plates In the space The building may be characterized by the provision of
[0014] This configuration provides vibration damping for buildings from small to large vibrations. [Effects of the Invention]
[0017] The vibration-damping plate material and building of the present invention can provide vibration-damping performance for vibrations ranging from small to large deformations. [Brief explanation of the drawings]
[0018] [Figure 1] 1A and 1B are diagrams illustrating a vibration-damping plate according to a first embodiment of the present invention. [Figure 2]1 is a diagram showing a vibration-damping plate according to a first embodiment of the present invention attached to a pillar or the like of a building. [Figure 3] 1 is a cross-sectional view of a vibration-damping plate according to a first embodiment of the present invention attached to a pillar or the like of a building. [Figure 4] 10 is a view showing a vibration-damping plate according to a second embodiment of the present invention attached to a pillar or the like of a building. [Figure 5] FIG. 10 is a diagram illustrating an example in which a vibration-damping plate according to a second embodiment of the present invention is attached to a pillar or the like of a building. [Figure 6] FIG. 10 is a diagram showing a vibration-damping plate according to a third embodiment of the present invention attached to a pillar or the like of a building. DETAILED DESCRIPTION OF THE INVENTION [Example]
[0019] A first embodiment of the present invention will be described with reference to Figs. 1 to 3. Fig. 1 is a diagram illustrating a vibration-damping plate according to the first embodiment of the present invention. Fig. 2 is a diagram illustrating the vibration-damping plate according to the first embodiment of the present invention attached to a pillar or the like of a building. Fig. 3 is a cross-sectional view of the vibration-damping plate according to the first embodiment of the present invention attached to a pillar or the like of a building.
[0020] (Vibration-damping plate material) As shown in Fig. 1, the vibration-damping plate 100 in Example 1 comprises a face material 1, such as a fireproof board, and an elastic material 2, made of an elastic material such as vulcanized rubber, having approximately the same dimensions and shape as the face material 1, which is bonded to the face material 1 with an adhesive 3 so that the two face each other. The adhesive 3 is applied over a predetermined width around the entire edge of the faces where the face material 1 and the elastic material 3 face each other. The predetermined width in Example 1 is approximately the same as the width dimensions of the lower cross member, upper cross member, and pair of columns described below, but is not limited to this and can be changed as appropriate. In other words, the width may be larger or smaller than the width dimensions of the lower cross member, upper cross member, and pair of columns.
[0021] The adhesive 3 is applied with a predetermined width around the entire periphery of the opposing surfaces of the face material 1 and the elastic material 3, so that the elastic material 2 can effectively damp the vibrations it receives.
[0022] (Installation of vibration-damping plates on buildings) As shown in Fig. 2, the vibration-damping plate 100 is attached to one side of the space partitioned by the lower cross member 13, upper cross member 11, column 12, and column 14 of the building using adhesive 17 and fasteners 16 such as screws or nails. As shown in the AA' cross section and BB' cross section in Fig. 2 (see Fig. 3), the adhesive 17 is applied over a predetermined width around the entire periphery of the end of the expansion member 2 of the vibration-damping plate 100.
[0023] The adhesive 17 is applied over the entire periphery of the stretchable material 2 with a predetermined width, so that the stretchable material 2 can effectively damp the vibrations it receives.
[0024] Thus, in Example 1, a vibration-damping plate material used in a building is The surface material and and an elastic material having substantially the same dimensions and shape as the face material, a vibration-damping plate material in which the face material and the elastic material face each other and are bonded together in a region of a predetermined width around the entire periphery of the end portion; As a result, a large elastic material with approximately the same area as the face material is adhered to the entire periphery of the face material, so that vibrations can be received over the entire surface, and vibration damping can be achieved for both small and large vibrations. [Example]
[0025] Example 2 of the present invention differs from Example 1 in that slits are provided in the elastic material. Example 2 will be described with reference to Figs. 4 and 5. Fig. 4 is a diagram showing a vibration-damping plate according to Example 2 of the present invention attached to a pillar or the like of a building. Fig. 5 is a diagram explaining a preferred example in which a vibration-damping plate according to Example 2 of the present invention is attached to a pillar or the like of a building.
[0026] The vibration-damping plate 200 in Example 2 has an elastic member 202 that has approximately the same dimensions and shape as the face plate 1 shown in Fig. 4 and has multiple slits 209. The slits 209 are repeatedly provided over the entire surface of the elastic member 202, except for a predetermined width portion around the entire periphery of the end where the adhesive 3 and adhesive 17 are applied.
[0027] The slits 209 are provided so as to extend obliquely downward when the vibration-damping plate 200 is attached to the lower cross member 13, the upper cross member 11, the columns 12, and the columns 14 of the building. This makes it possible to effectively damp vibrations caused by earthquakes and the like.
[0028] Furthermore, when installing this vibration-damping plate 200 on a building, as shown in Figure 5, by installing two vibration-damping plates 200 on the left and right sides with the slits 209 of each plate slanted in opposite directions, vibrations can be effectively damped even if the direction of vibrations is complex.
[0029] That is, the slits 209 in the two vibration-damping plates 200 attached on the left and right are formed such that one runs from the upper right to the lower left, and the other runs from the upper left to the lower right.
[0030] In this way, in Example 2, by providing a plurality of slits in the elastic material, the range of motion of the elastic material is widened, and the vibration damping effect can be increased. [Example]
[0031] Example 3 of the present invention differs from Examples 1 and 2 in that vibration-damping plates are provided on both sides of a space partitioned by a lower cross member, an upper cross member, and a pair of columns of a building. Example 3 will be described with reference to Fig. 6. Fig. 6 is a diagram showing vibration-damping plates in Example 3 of the present invention attached to columns of a building, etc.
[0032] In Example 3, as shown in FIG. 6, a vibration-damping plate 100 is attached to one side of the space partitioned by the lower cross member, upper cross member, and pair of columns of the building using adhesive 17 and fasteners 16, and a vibration-damping plate 300 is attached to the other side using adhesive 317 and fasteners 316.
[0033] Similar to adhesive 17, adhesive 317 is applied over a predetermined width around the entire periphery of the end of stretchable material 302. This allows stretchable material 302 to effectively damp vibrations that it receives.
[0034] In this way, in Example 3, by providing vibration-damping plates on both sides of the lower cross member, the upper cross member, and the space partitioned by a pair of columns, higher vibration-damping properties can be obtained. [Industrial Applicability]
[0035] The vibration-damping plate and building of the present invention can be widely used in the field of vibration-damping structures against earthquakes. [Explanation of symbols]
[0036] 1: Surface material 2: Elastic material 3: Adhesive 11: Upper cross member 12: Pillar 13: Lower cross member 14: Pillar 15: Pillar 16: Fixtures 17: Adhesive 100: Vibration-damping plate material 200: Vibration-damping plate material 300: Vibration-damping plate material 202: Elastic material 209: Slit 301: Surface material 302: Elastic material 303: Adhesive 316: Fixtures 317: Adhesive
Claims
1. A vibration-damping plate material that is attached to a space partitioned by a lower cross member, an upper cross member, and a pair of columns of a building so that the expansion members face each other, A rectangular surface material to be provided in the space; The elastic member has a rectangular shape, and each side of the elastic member has approximately the same dimensions as the face material. The face material and the stretchable material face each other, and a region of a predetermined width is bonded around the entire periphery of the end portion, and a central portion other than the region of the predetermined width around the entire periphery of the end portion is not bonded, A vibration-damping plate material characterized in that a plurality of slits are provided in the elastic material, diagonally extending from the upper right to the lower left or from the upper left to the lower right across the entire surface of the central portion.
2. 2. The vibration-damping plate according to claim 1, wherein the elastic material is made of vulcanized rubber.
3. A building characterized in that the vibration-damping plate material according to claim 1 or 2 is provided in the space.
Citation Information
Patent Citations
Anti-seismic strengthening structure and seismic strengthening method
JP2005126955A
Wooden building vibration damping device
JP2005290819A
Damper device and structure
JP2008144802A
Vibration control structure
JP2009263942A
Vibration-damped building, construction material, and vibration-damped building using the same
JP3988811B2