JP2016203727A - Base-isolated caster and furniture having the same - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a base-isolated caster excellent in base isolation performance and damping performance, and furniture having the same.SOLUTION: In a base-isolated caster 10 supporting a support object and installed on an installation surface, a dynamic friction coefficient μ when the support object moves on the installation surface satisfies 0.05≤μ≤0.2. Preferably, the dynamic friction coefficient μ of the base-isolated caster 10 satisfies 0.05≤μ≤0.15. The base-isolated caster 10 comprises: wheels 11 having annular wheel bodies in which axle holding holes 11d are formed, and cylindrical slide bearings 20 fitted into the axle holding holes 11d; and an axle 12 which is inserted into the slide bearings 20 and supports the wheel bodies rotatably.SELECTED DRAWING: Figure 2

Description

  The present invention relates to a seismic isolation caster capable of facilitating movement of an installation and a fixture equipped with the same.

  Conventionally, casters that are pivotally attached to the bottom and legs of furniture, furniture, pianos, photocopiers, etc. and that can be easily moved by turning the wheel and rotating the wheel are known. It has been. For example, Patent Document 1 describes a caster that can simultaneously stop and release rotation of a tire and turning of a caster head by a single depression operation of a stop pedal or a release pedal.

JP2013-249001A

  However, when the caster described in Patent Document 1 is used for an installation such as a fixture, the following problem has occurred. In other words, after installing the fixture in a predetermined position and forgetting to depress the pedal to lock the rotation of the tire, when a large earthquake occurs, the fixture moves greatly and blocks the passage. On the other hand, even after the fixture is installed at a predetermined position, even if the pedal is depressed to lock the rotation of the tire, the tire is locked. The material falls or falls.

  This invention is made | formed in view of the said situation, The objective is to provide the seismic isolation caster excellent in seismic isolation performance and damping performance, and a fixture provided with the same.

  In order to solve the above problems, the seismic isolation caster of the present invention supports a support object, is installed on an installation surface, and the dynamic friction coefficient μ when the support object moves on the installation surface is 0. .05 ≦ μ ≦ 0.2. The dynamic friction coefficient μ may be 0.05 ≦ μ ≦ 0.15.

  In addition, a wheel having an annular wheel main body formed with an axle holding hole, a cylindrical slide bearing mounted in the axle holding hole, and the wheel main body can be rotated by being inserted into the sliding bearing. And an axle to be supported.

  A wheel formed with an axle holding hole; and an axle inserted into the axle holding hole of the wheel to rotatably support the wheel, and an inner circumferential surface of the axle holding hole among the outer circumferential surfaces of the axle Concavities and convexities may be formed on the sliding surface in sliding contact with the inner peripheral surface of the wheel axle holding hole of the wheel.

  A wheel formed with an axle holding hole; and an axle inserted into the axle holding hole of the wheel to rotatably support the wheel, and an inner circumferential surface of the axle holding hole among the outer circumferential surfaces of the axle The sliding surface that comes into sliding contact with the inner peripheral surface of the axle holding hole of the wheel may be coated with a resin material.

  Moreover, the fixture of this invention is equipped with said seismic isolation caster.

  ADVANTAGE OF THE INVENTION According to this invention, the seismic isolation caster excellent in seismic isolation performance and damping performance and a fixture provided with the same can be provided.

The perspective view of the fixture provided with the seismic isolation caster concerning this embodiment is shown. 2 (A) and 2 (B) are a front view and a side view of the seismic isolation caster 10 according to one embodiment of the present invention, and FIG. 2 (C) is an exemption shown in FIG. 2 (B). It is sectional drawing along the IIC-IIC line of the seismic caster 10, FIG.2 (D) is sectional drawing along the IID-IID line of the seismic isolation caster 10 shown to FIG. 2 (A). FIGS. 3A and 3B are a front view and a rear view of the wheel 11, and FIG. 2C is a cross-sectional view of the wheel 11 taken along line IIIC-IIIC shown in FIG. It is. 2 is a front view of an axle 3. FIG. 5A and 5B are a front view and a side view of the holding unit 13, and FIG. 5C is along the VC-VC line of the holding unit 13 shown in FIG. 5B. It is sectional drawing. 3 is a front view of a turning shaft 14. FIG. 7A and 7B are a front view and a top view of the sliding bearing 15, and FIG. 7C is along the VIIC-VIIC line of the sliding bearing 15 shown in FIG. 7A. It is sectional drawing. It is a figure which shows the relationship between the response displacement and dynamic friction coefficient in simulation. It is a figure which shows the relationship between the response acceleration and dynamic friction coefficient in simulation.

  Hereinafter, an embodiment of the present invention will be described.

  FIG. 1: has shown the perspective view of the fixture provided with the seismic isolation caster which concerns on embodiment of this invention.

  The fixture 1 includes a base 2, two columns 3 extending upward from the base 2, a plurality of brackets 4 attached to the column 3, a shelf plate 5 supported by the bracket 4 or the base 2, It comprises four casters 10 attached to the lower part.

  Next, the caster 10 will be described with reference to the drawings.

  2 (A) and 2 (B) are a front view and a side view of the seismic isolation caster 10 according to one embodiment of the present invention, and FIG. 2 (C) is an exemption shown in FIG. 2 (B). It is sectional drawing along the IIC-IIC line of the seismic caster 10, FIG.2 (D) is sectional drawing along the IID-IID line of the seismic isolation caster 10 shown to FIG. 2 (A).

  As illustrated, a seismic isolation caster 10 according to the present embodiment includes a pair of wheels 11a and 11b (hereinafter also simply referred to as wheels 11), and a columnar axle 12 on which these wheels 11a and 11b are mounted. A holding portion 13 for holding the axle 12, a turning shaft 14 for turning the holding portion 13, and a second sliding bearing 15 for supporting a load applied to the holding portion 13 via the turning shaft 14. .

  The pair of wheels 11 a and 11 b are disposed so as to sandwich the holding portion 13 from both sides in the direction of the axis O <b> 1 of the axle 13, and are rotatably held by the axle 13.

  3 (A) and 3 (B) are a front view and a rear view of the wheel 11, and FIG. 2 (C) is a cross-sectional view taken along the line IIIC-IIIC of the wheel 11 shown in FIG. 2 (A). It is. As shown in the figure, the wheel 11 includes a wheel main body 11C made of, for example, plastic and has an annular shape, and a sliding bearing 20 that is mounted in the axle holding hole 11d of the wheel main body 11C and is a flange bush.

  The sliding bearing 20 is a rotation suppressing portion, and includes a cylindrical bush portion 21 and an annular flange portion 22 that projects radially outward from one end of the bush portion 21. The bush portion 21 has a cylindrical shape and is inserted into the axle holding hole 11 d of the wheel 11. The flange portion 22 is in contact with the side surface of the wheel 11. The axle 13 is inserted into the bush portion 21.

  The axle 12 is inserted into the sliding bearing 12 of each of the pair of wheels 11a and 11b, and holds these wheels 11a and 11b rotatably.

  FIG. 4 is a front view of the axle 12. As shown in the drawing, one end 12a of the axle 12 is formed with a threaded portion 12B that is screwed with a nut 16 (see FIG. 1), and the other end 12c has an inner diameter of the sliding bearing 20 of the wheel 12. A flange portion 12D having a larger outer diameter is formed. One end portion 12a of the axle 12 is inserted from the wheel 11b side into the bush portion 21 of the sliding bearing 20 of each of the pair of wheels 11a and 11b arranged with the holding portion 13 interposed therebetween, and one end portion of the axle 12 is inserted. The wheel 11a is protruded from the wheel 11a, and the nut 16 is attached to the screw portion 12B formed on the one end 12a, whereby the wheels 11a and 11b are attached to the axle 12 and are rotatably held on the axle 12. . As shown in FIG. 2D, the outer peripheral surface 12 </ b> E of the axle 12 contacts the sliding bearing 20 in a state where the axle 12 is inserted into the sliding bearing 20. When the wheel 11 rotates, the sliding bearing 20 comes into sliding contact with the axle 12 to generate a frictional resistance. The rotation of the wheel 11 is suppressed by this frictional resistance.

  The holding unit 13 holds the axle 12 on which the pair of wheels 11a and 11b are mounted, and holds the turning shaft 14 rotatably.

  5A and 5B are a front view and a side view of the holding unit 13, and FIG. 5C is along the VC-VC line of the holding unit 13 shown in FIG. 5B. It is sectional drawing. As shown in the drawing, the holding portion 13 includes an axle holding hole 13c that is a through hole for holding an axle 12 that penetrates both side surfaces 13a and 13b, and a turning shaft that is a through hole for holding a turning shaft that passes through an upper surface 13D and a lower surface 13E. Holding hole 13f. On the upper surface 13C side of the holding portion 13, the sliding bearing 15 is mounted in the turning shaft holding hole 13f, and on the lower surface 13D side of the holding portion 13, the sliding bearing 17 serving as a guide bush is mounted in the turning shaft holding hole 13f (see FIG. 1).

  The turning shaft 14 is made of, for example, a steel material, and is rotatably inserted into sliding bearings 15 and 17 attached to the turning shaft holding hole 13f. Thereby, the holding part 13 can turn around the axis O <b> 2 of the turning shaft 14.

  FIG. 6 is a front view of the turning shaft 14. As shown in the figure, a nut 18 (see FIG. 1) is attached to one end portion 14a of the pivot shaft 14, and screw holes provided on the bottom surface, legs, etc. of an installation such as furniture and furniture, A screw portion 14B to be screwed is formed. An annular groove 14d for mounting a retaining ring 19 for preventing the holding portion 13 from coming off from the turning shaft holding hole 13f is formed at the other end portion 14c of the turning shaft 14. One end portion 14a of the pivot shaft 14 in which the retaining ring 19 is mounted in the annular groove 14d is inserted into the pivot shaft holding hole 13f of the holding portion 13 from the lower surface 13E side of the holding portion 13, and one end of the pivot shaft 14 is inserted. The end portion 14a of the holding portion 13 is protruded from the upper surface 13D side, and a nut 18 having an outer diameter larger than the diameter of the pivot shaft holding hole 13f of the holding portion 13 is provided on the screw portion 14B formed on the one end portion 14a. By mounting, the holding portion 13 is rotatably held by the turning shaft 14.

  The slide bearing 15 is attached to the turning shaft holding hole 13 f on the upper surface 13 </ b> D of the holding portion 13 and supports a load applied to the holding portion 13 through the turning shaft 14.

  7A and 7B are a front view and a top view of the sliding bearing 15, and FIG. 7C is along the VIIC-VIIC line of the sliding bearing 15 shown in FIG. 7A. It is sectional drawing. As shown in the figure, the sliding bearing 15 includes a cylindrical bush portion 15A and an annular flange portion 15B projecting radially outward from an end portion of the bush portion 15A. The flange portion 15 </ b> A is disposed between the upper surface 13 </ b> D of the holding portion 13 and the nut 18 attached to the turning shaft 14. The flange portion 15A slidably contacts with the nut 18 attached to the screw portion 14B of the turning shaft 14 to thereby apply a thrust load (load in the axis O2 direction of the turning shaft 14) applied to the holding portion 13 via the turning shaft 14. To support. The bush portion 15A is inserted into the turning shaft holding hole 13f from the upper surface 13C side of the holding portion 13 and is brought into sliding contact with the outer peripheral surface 14E of the turning shaft 14 to thereby apply a radial load (turning) to the holding portion 13 via the turning shaft 14. The radial load of the shaft 14 is supported.

  Further, the seismic isolation caster 10 is set so that the dynamic friction coefficient (μ) when the fixture 1 moves on the installation surface is preferably 0.05 ≦ μ ≦ 0.2, more preferably 0. 05 ≦ μ ≦ 0.15 is set. The dynamic friction coefficient is set within this range mainly by adjusting the material and dimensions of the sliding bearing 20.

Next, the reason why the dynamic friction coefficient is set in the above range will be described.
A simulation was conducted on the relationship between the dynamic friction coefficient of the seismic isolation caster and the response displacement and response acceleration when the seismic isolation caster was used in a fixture. The weight of the fixture used in the simulation was 40 kg, the size was width 925 mm × depth 520 mm × height 1560 mm, and the load of the display placed on the fixture was 180 kg. In addition, the seismic motion applied to the fixture was the velocity deformation (EW component, 100%) of the seismic motion observed at KIK-NET Haga in the Great East Japan Earthquake (March 11, 2011). The coefficient of friction was swung from 0.007 to 0.2, and the response displacement and response acceleration were calculated.

  FIG. 8 shows the relationship between response displacement and dynamic friction coefficient in the simulation, and FIG. 9 shows the relationship between response acceleration and dynamic friction coefficient in the simulation. In addition, the response acceleration has shown the response acceleration in the gravity center position of the fixture including a display.

  As shown in FIG. 8, in the range where the dynamic friction coefficient is smaller than 0.05, the response displacement becomes larger than 10 cm. For this reason, when the fixture is displaced by the earthquake motion, the passage is blocked or the display object falls by colliding with a wall or a pillar. On the other hand, when the coefficient of dynamic friction is 0.05 or more, the response displacement is 10 cm or less. Thereby, even if it is displaced due to the earthquake motion, it is possible to prevent the fixture from blocking the passage or colliding with a wall or a column. Therefore, the width of the passage required for a person to pass can be secured, and the display object can be prevented from falling.

  Further, as shown in FIG. 9, when the dynamic friction coefficient is larger than 0.2, the response acceleration is larger than 200 gal. If the response acceleration is 200 gal or more, the wine bottle or the like is likely to fall. The response acceleration is 150 gal when the dynamic friction coefficient is 0.15. If the response acceleration is 150 gal or less, it is possible to reliably prevent the wine bottle or the like from falling.

  For the above reasons, the dynamic friction coefficient (μ) of the seismic isolation caster 10 in the present embodiment is preferably set to be 0.05 ≦ μ ≦ 0.2, more preferably 0.05 ≦ μ ≦ 0. .15 is set.

  The embodiment of the present invention has been described above.

  According to the seismic isolation caster 10 of this embodiment and the fixture 1 including the same, the dynamic friction coefficient (μ) of the seismic isolation caster 10 is set to satisfy 0.05 ≦ μ ≦ 0.2, and more preferably 0.05 ≦ μ ≦ 0.15. Thus, since the dynamic friction coefficient is set to 0.05 or more, the response displacement can be set to 10 cm or less. Thereby, the width | variety of a channel | path required for a person to pass can be ensured, and the fall of a display thing can be prevented. Further, since the dynamic friction coefficient is set to 0.2 or less, the response acceleration can be made smaller than 200 gal. Therefore, a wine bottle etc. can suppress a fall. Furthermore, the response acceleration can be made smaller than 150 gal by setting the dynamic friction coefficient to 0.15 or less. Thereby, the fall of a wine bottle etc. can be prevented reliably. Therefore, according to the present embodiment, it is possible to provide the seismic isolation caster 10 excellent in the seismic isolation function and the damping function and the fixture 1 including the seismic isolation function at all times without requiring the user's operation.

  Further, according to the above-described embodiment, the wheel 11 includes the sliding bearing 20 that is a rotation suppressing unit, and the sliding bearing 20 is brought into sliding contact with the axle 12 to generate a frictional resistance force to rotate the wheel 11. Suppress. Since the wheel 11 has such a sliding bearing 20, since the rotation is always suppressed when the wheel 11 rotates, the seismic isolation function and the damping function are always excellent without requiring the user's operation. The seismic isolation caster 10 and the fixture 1 having the same can be provided.

  In addition, this invention is not limited to said embodiment, Many deformation | transformation are possible within the range of the summary.

  For example, in the above embodiment, the dynamic friction coefficient (μ) of the seismic isolation caster 10 is set in the above range by appropriately selecting the sliding bearing 20. However, without providing the sliding bearing 20, at least the sliding surfaces 12E1 and 12E2 which are in sliding contact with the wheel 11 out of the inner peripheral surface 11E of the axle holding hole 11d of the wheel 11 or the outer peripheral surface 12E of the axle 12 are knurled, embossed, and the like. Instead, the surface may be roughened by forming irregularities so that the dynamic friction coefficient (μ) of the seismic isolation caster 10 falls within the above range. Further, by adjusting the clearance between the inner peripheral surface 11E of the axle holding hole 11d of the wheel 11 and the axle 12 without providing the slide bearing 20, the dynamic friction coefficient (μ) of the seismic isolation caster 10 falls within the above range. You may do it. Furthermore, without providing the sliding bearing 20, for example, the friction coefficient increases at least on the sliding surfaces 12E1 and 12E2 that are in sliding contact with the wheel 11 out of the inner peripheral surface 11E of the axle holding hole 11d of the wheel 11 or the outer peripheral surface 12E of the axle 12. The dynamic friction coefficient (μ) of the seismic isolation caster 10 may be within the above range by coating with a resin material or the like. In addition, the inner peripheral surface 11E of the axle holding hole 11d of the wheel 11 formed with unevenness or coated with a resin material or the like corresponds to a rotation suppressing portion of the wheel 11.

  In the above embodiment, the seismic isolation caster 10 is applied to the furniture 1, but may be applied to a multifunction machine, a refrigerator, a showcase, and the like. Moreover, although the said seismic isolation caster 10 was provided with the sliding bearings 15 and 17, it is not necessary to provide these sliding bearings.

  Further, in the above-described embodiment, the description has been given by taking the double-wheel type seismic isolation caster 10 having a pair of wheels 11 as an example, but the present invention can also be applied to a single-wheel type seismic isolation caster having only one wheel 11. It is.

DESCRIPTION OF SYMBOLS 1: Fixture, 10: Seismic isolation caster, 11, 11a, 11b: Wheel, 11C: Wheel main body, 11d: Axle holding hole, 11E: Inner peripheral surface, 12: Axle, 12E: Outer peripheral surface 12E1, 12E2: Sliding surface , 20: Sliding bearing

Claims (6)

A seismic isolation caster that supports the object to be supported and is installed on the installation surface.
A seismic isolation caster having a dynamic friction coefficient μ of 0.05 ≦ μ ≦ 0.2 when the support object moves on the installation surface.   The seismic isolation caster according to claim 1, wherein the dynamic friction coefficient μ is 0.05 ≦ μ ≦ 0.15. A wheel having an annular wheel body in which an axle holding hole is formed, and a cylindrical slide bearing mounted in the axle holding hole;
The seismic isolation caster according to claim 1, further comprising: an axle that is inserted into the sliding bearing and rotatably supports the wheel body. A wheel formed with an axle holding hole;
An axle that is inserted into the axle holding hole of the wheel and rotatably supports the wheel,
The unevenness is formed in the inner peripheral surface of the axle holding hole of the wheel or the sliding surface which is in sliding contact with the inner peripheral surface of the axle holding hole in the outer peripheral surface of the axle. Seismic isolation caster described in A wheel formed with an axle holding hole;
An axle that is inserted into the axle holding hole of the wheel and rotatably supports the wheel,
The sliding surface which is in sliding contact with the inner peripheral surface of the axle holding hole among the outer peripheral surface of the axle or the inner peripheral surface of the axle holding hole of the wheel is coated with a resin material. Seismic isolation caster described in 1. A fixture comprising the seismic isolation caster according to any one of claims 1 to 5.

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