WO2018034303A1 - Load detector and load detection system - Google Patents

Load detector and load detection system Download PDF

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Publication number
WO2018034303A1
WO2018034303A1 PCT/JP2017/029435 JP2017029435W WO2018034303A1 WO 2018034303 A1 WO2018034303 A1 WO 2018034303A1 JP 2017029435 W JP2017029435 W JP 2017029435W WO 2018034303 A1 WO2018034303 A1 WO 2018034303A1
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WO
WIPO (PCT)
Prior art keywords
load
load cell
load detector
type load
type
Prior art date
Application number
PCT/JP2017/029435
Other languages
French (fr)
Japanese (ja)
Inventor
邦彦 佐藤
Original Assignee
ミネベアミツミ株式会社
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Filing date
Publication date
Application filed by ミネベアミツミ株式会社 filed Critical ミネベアミツミ株式会社
Publication of WO2018034303A1 publication Critical patent/WO2018034303A1/en

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    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61GTRANSPORT, PERSONAL CONVEYANCES, OR ACCOMMODATION SPECIALLY ADAPTED FOR PATIENTS OR DISABLED PERSONS; OPERATING TABLES OR CHAIRS; CHAIRS FOR DENTISTRY; FUNERAL DEVICES
    • A61G7/00Beds specially adapted for nursing; Devices for lifting patients or disabled persons
    • A61G7/05Parts, details or accessories of beds
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01GWEIGHING
    • G01G19/00Weighing apparatus or methods adapted for special purposes not provided for in the preceding groups
    • G01G19/44Weighing apparatus or methods adapted for special purposes not provided for in the preceding groups for weighing persons
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01GWEIGHING
    • G01G19/00Weighing apparatus or methods adapted for special purposes not provided for in the preceding groups
    • G01G19/52Weighing apparatus combined with other objects, e.g. furniture
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01GWEIGHING
    • G01G21/00Details of weighing apparatus
    • G01G21/22Weigh pans or other weighing receptacles; Weighing platforms
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01GWEIGHING
    • G01G3/00Weighing apparatus characterised by the use of elastically-deformable members, e.g. spring balances
    • G01G3/12Weighing apparatus characterised by the use of elastically-deformable members, e.g. spring balances wherein the weighing element is in the form of a solid body stressed by pressure or tension during weighing
    • G01G3/14Weighing apparatus characterised by the use of elastically-deformable members, e.g. spring balances wherein the weighing element is in the form of a solid body stressed by pressure or tension during weighing measuring variations of electrical resistance
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L1/00Measuring force or stress, in general
    • G01L1/20Measuring force or stress, in general by measuring variations in ohmic resistance of solid materials or of electrically-conductive fluids; by making use of electrokinetic cells, i.e. liquid-containing cells wherein an electrical potential is produced or varied upon the application of stress
    • G01L1/22Measuring force or stress, in general by measuring variations in ohmic resistance of solid materials or of electrically-conductive fluids; by making use of electrokinetic cells, i.e. liquid-containing cells wherein an electrical potential is produced or varied upon the application of stress using resistance strain gauges

Definitions

  • the present invention relates to a load detector including a beam-type load cell and a load detection system including the load detector.
  • the load detector for detecting the load can be arranged at various positions, for example, under the supporting leg of the bed.
  • Patent Document 1 as a load detector that can be placed under a leg of a bed, a cantilever portion to which a strain gauge is attached and a mounting plate portion attached to a base end portion of the cantilever portion.
  • a load detector is disclosed.
  • a load cell provided in a load detector placed under a heavy object such as a bed is required to have a large rated capacity.
  • the rated capacity is set so that an overload is not applied to the load cell even if a subject falls on the bed, a child jumps on, or many people sit at the same time. It is desirable to increase the safety factor by using a particularly large load cell.
  • a load cell having a large rated capacity is used, the manufacturing cost of the load detector increases, and it becomes impossible to cope with a minute change in load.
  • An object of the present invention is to provide a load detector that can be suitably used for detecting a load of a heavy object such as a bed and whose manufacturing cost is suppressed, and a load detection system including the load detector.
  • a beam-type load cell having a free end by being cantilevered on a first support; A beam portion disposed opposite to the beam-type load cell and having a free end by being cantilevered on a second support base; A placement part on which an object is placed, comprising: a first connection part connected to the beam-type load cell; and a second connection part connected to the beam part; the beam-type load cell and the beam part A load detector comprising a mounting portion provided between the two, In the direction in which the beam-type load cell extends, the free end of the beam portion is located on the opposite side of the free end of the beam-type load cell; The first connecting part of the mounting part is connected to the beam-type load cell on the free end side of the beam-type load cell, and the second connecting part of the mounting part is connected to the free end of the beam part and the beam part. A load detector connected on the side is provided.
  • the beam load cell and the beam portion may be arranged in parallel.
  • the free end of the beam-type load cell and the second support base may be at substantially the same position in the extending direction of the beam-type load cell.
  • the free end and the first support base may be at substantially the same position in the extending direction of the beam-type load cell.
  • the beam-type load cell may include a strain body, and the mounting portion includes a plate-shaped main body portion attached to the bottom surface of the strain body and the beam portion. But you can.
  • the beam-type load cell may include a strain body, and the mounting portion may be a curved plate attached to the top surfaces of the strain body and the beam portion.
  • the curved plate may define a U-groove extending substantially parallel to the beam-type load cell between the beam-type load cell and the beam portion.
  • the load detector is disposed on the floor, and detects the load of the object placed on the placement portion by displacing the placement portion in the vertical direction.
  • the slope may be a load detector that is fixed to the mounting portion, and when the mounting portion is displaced, the floor surface and the lower end of the slope are separated in the vertical direction. A slope may be further provided.
  • the slope may be provided at both ends of the beam-type load cell in the extending direction.
  • the load detector according to the first aspect may further include a slope fixed to at least one of the first support base or the second support base, and the mounting portion can be displaced independently of the slope. There may be.
  • the load detector according to the first aspect is a load detector that is disposed on the floor and detects the load of the object placed on the placement unit by displacing the placement unit in the vertical direction.
  • the lower end of the slope may contact the floor surface in a state where the load detector is disposed on the floor surface.
  • the placing section may include a movement restricting section provided at the center.
  • the first support base and the second support base may be integrally formed.
  • the load detector according to the first aspect may be a load detector that detects a load of a subject on a bed with casters
  • the placement unit may be a placement unit on which the casters are placed. Good.
  • a load detection system for detecting the load of a subject on a bed, A plurality of load detectors of the first aspect disposed on a leg of the bed; There is provided a load detection system having a control unit connected to the plurality of load detectors and calculating a load of the subject based on an output of the load detectors.
  • the load detector of the present invention and the load detection system including the load detector can be suitably used for load detection of a heavy object such as a bed, and the manufacturing cost is suppressed.
  • FIG. 1 is an exploded perspective view of a load detector according to a first embodiment of the present invention.
  • FIG. 2 is a perspective view of the load detector according to the first embodiment of the present invention.
  • FIG. 3 is a vertical cross-sectional view at the center of the load detector in the width direction, and shows a state where a bed caster is placed on the placement plate.
  • FIG. 4 is an explanatory diagram showing the relationship between the mounting position of the mounting plate on the load cell and the preferable mounting position of the detection object on the mounting plate.
  • FIG. 5 is an exploded perspective view of a load detector according to a modification of the present invention.
  • FIG. 6 is a perspective view of a load detector according to a modification of the present invention.
  • FIG. 7 is an exploded perspective view of a load detector according to another modification of the present invention.
  • FIG. 8 is a perspective view of a load detector according to another modification of the present invention.
  • FIG. 9 is a schematic diagram showing the configuration of the load detection system according to the second embodiment of the present invention.
  • the load detector 100 of the first embodiment includes first and second base portions 11 and 12, a beam-type load cell 21 and a beam connected to the first and second base portions 11 and 12, respectively. And a mounting plate (mounting unit) 3 that is supported between the beam-type load cell 21 and the beam part 22 by the beam-type load cell 21 and the beam part 22.
  • the extending direction of the beam-type load cell 21 and the beam portion 22 is a longitudinal direction.
  • the first base portion 11 is a member that is disposed on the floor surface and supports the beam-type load cell 21 in a cantilevered manner.
  • the flat plate portion 11a has a rectangular shape that is substantially the same as the beam-type load cell 21, and one end of the flat plate portion 11a.
  • a support base 11b extending in the longitudinal direction and protruding upward. Therefore, the top surface 11bt of the support base portion 11b is located above the top surface 11at of the flat plate portion 11a.
  • Two screw holes Th are formed in the top surface 11bt of the support base portion 11b.
  • the beam-type load cell 21 is fixed to the support base portion 11b through the screw T and the screw hole Th.
  • the second base portion 12 has the same shape as the first base portion 11 and includes a flat plate portion 12a and a support base portion 12b.
  • the second base portion 12 is spaced apart from the first base portion 11 by a predetermined distance and is opposed to the first base portion 11 (in parallel in this example), but the support base portion 11b of the first base portion 11 is the second base portion 11. It arrange
  • the beam portion 22 is fixed to the support base portion 12b via a screw T and a screw hole Th formed in the top surface 12bt of the support base portion 12b.
  • the beam-type load cell 21 includes a prismatic strain generating body 21s having a through hole h, and a strain gauge 21g attached to the strain generating body 21s.
  • the beam type load cell 21 detects the strain generated in the strain generating body 21s as a change in the resistance value of the strain gauge 21g, and thereby detects the load applied to the beam type load cell 21.
  • the strain body 21s is a long prism formed of a metal such as aluminum or iron.
  • a through hole h penetrating in the width direction is formed in the longitudinal center of the strain generating body 21s.
  • the through-hole h has two circular holes hc having a circular cross-sectional shape and a rectangular hole hr having a substantially rectangular cross-sectional shape that connects the two circular holes hc in the longitudinal direction.
  • a thin portion 21th whose thickness in the vertical direction is reduced due to the presence of the through hole h is defined in portions of the strain body 21s located above and below the through hole h.
  • the strain generating body 21s is cantilevered by the first base 11 (support base 11b) with one end 21ss as a fixed end and the other end 21sf as a free end.
  • a mounting plate 3 to be described later is fixed to the lower surface 21 sd near the other end 21 sf of the strain body 21 s through a screw T and a screw hole Th. That is, the strain generating body 21s (beam-type load cell 21) supports the mounting plate 3 so as to be movable in the vertical direction in the vicinity of the other end 21sf which is a free end.
  • Two strain gauges 21g are attached to the thin portion 21th of the strain body 21s. More specifically, one strain gauge 21g is attached to each of the upper surface 21st and the lower surface 21sd of the strain-generating body 21s at approximately the center in the longitudinal direction of the strain-generating body 21s.
  • the strain gauge 21g is connected to an external control unit via a lead wire (not shown).
  • the beam portion 22 is formed of the same metal material as the strain body 21s of the beam-type load cell 21, and, like the strain body 21s, a prismatic shape in which a through hole h penetrating in the width direction is formed in the center portion. It is.
  • the beam portion 22 is spaced apart from the beam-type load cell 21 by a predetermined distance and is opposed to the beam-type load cell 21 (in this example, in parallel).
  • the beam portion 22 Near the one end portion 22ss of the beam portion 22, two screw holes Th penetrating in the vertical direction are formed.
  • One end portion 22ss of the beam portion 22 is fixed to the support base portion 12b of the second base portion 12 via a screw T and a screw hole Th.
  • the beam portion 22 is cantilevered by the first base portion 12 (support base portion 12b) with the one end portion 22ss as a fixed end and the other end portion 22sf as a free end.
  • a mounting plate 3 to be described later is fixed to the lower surface 22sd in the vicinity of the other end 22sf of the beam portion 22 through a screw T and a screw hole Th. That is, the beam portion 22 supports the mounting plate 3 so as to be movable in the vertical direction in the vicinity of the other end portion 22sf which is a free end. Looking at the arrangement relationship with the strain generating body 21s, one end (fixed end) 22ss and the other end (free end) 22sf of the beam section 22 are the other end of the strain generating body 21s of the beam-type load cell 21 in the longitudinal direction.
  • the portion (free end) 21sf and the one end portion (fixed end) 22ss are in the same position. That is, the strain body 21s and the beam portion 22 extend in the same direction while facing each other, but the directions of the free ends with respect to the fixed ends are opposite to each other. Further, the support base part 11b that supports the strain generating body 21s and the other end part (free end) 22sf of the beam part 22 are at substantially the same position in the longitudinal direction, and the support base part 12b that supports the beam part 22 and the strain generation part The other end portion (free end) 21sf of the body 21s is substantially at the same position in the longitudinal direction.
  • the mounting plate 3 is a plate-like member on which a detection target is mounted, and is formed of a metal such as aluminum or iron.
  • the mounting plate 3 includes a main body portion 31 that is a rectangular flat plate in plan view, a first connecting portion 32 that protrudes from the vicinity of one end portion of the main body portion 31 toward the first base 11 side, and the vicinity of the other end portion of the main body portion 31. And the second connecting portion 33 protruding toward the second base portion 12 side.
  • a slope 34 is provided at one end portion of the main body 31 so that the caster CT (FIG. 3) or the like can be rolled up on the main body 31.
  • a slope 35 similar to the slope 34 is provided at the other end of the main body 31.
  • the lower end portions of the slopes 34 and 35 are separated from the floor surface at the time of measurement with the measurement object placed on the placement plate 3 (when the placement plate 3 fluctuates in the vertical direction). Is not grounded.
  • a concave portion (movement restricting portion) 36 (FIG. 2) is formed at the center portion of the main body portion 31 in the longitudinal direction and the width direction. The casters CT and the like placed on the main body 31 of the placement plate 3 via the slope 34 or the slope 35 are disposed in the recess 36 and are restricted from moving in the longitudinal direction and the width direction.
  • the first connecting portion 32 is fixed to the lower surface 21 sd near the other end 21 sf (free end) of the strain body 21 s of the beam-type load cell 21 through the screw T and the screw hole Th.
  • two screw holes Th are also formed in the second connecting portion 33.
  • the second connecting portion 33 is fixed to the lower surface 22sd in the vicinity of the other end portion 22sf (free end) of the beam portion 22 via the screw T and the screw hole Th. That is, the mounting plate 3 is fixed to the free end of the beam-type load cell 21 in the vicinity of one corner of the main body 31 and fixed to the free end of the beam 22 in the vicinity of the diagonal of the main body 31.
  • the beam-type load cell 21 and the beam portion 22 are supported at two points in a state in which a minute movement is possible in the vertical direction.
  • the detection target is a subject on the bed
  • the placing plate 3 has a moving caster CT attached to the lower end of the leg portion BL (FIG. 3) of the bed.
  • the case where it is placed will be described as an example.
  • the caster CT When performing load detection using the load detector 100, the caster CT is first placed on the main body 31 of the placement plate 3. Specifically, the caster CT is climbed onto the main body 31 via the slope 34 or the slope 35, and then the caster C is disposed in the recess 36. Thereby, the caster CT is satisfactorily placed on the main body 31 in a state where movement in the longitudinal direction and the width direction is restricted.
  • the other casters CT included in the bed are respectively placed on separate load detectors 100.
  • the load of the subject on the bed is transmitted to the strain body 21 s of the beam-type load cell 21 that supports the mounting plate 3 via the bed leg BL, the caster CT, and the mounting plate 3.
  • Strain is generated in the strain generating body 21s to which the load is transmitted, and the strain gauge 21g detects this strain as a change in resistance value.
  • the detected change in resistance value is output to a control unit (not shown) provided on the outside or the first base 11 or the second base 12 via a lead wire (not shown).
  • a subject's load can be obtained by performing arithmetic processing in a control part.
  • the calculation process is performed based on the ratio of the load applied to the beam-type load cell 21 in the load of the subject placed on the placement board 3.
  • the strain body 21s and the beam portion 22 of the beam-type load cell 21 are made of the same material and have the same shape, and the subject attaches the mounting plate 3 to the strain body 21s. (FIG. 4) and the mounting plate 3 are mounted on the mounting plate 3 on the beam-type load cell 21 when mounted at the midpoint of the mounting center C2 (FIG. 4). Since half of the subject's load is transmitted, the calculation process includes doubling the detected value based on the strain gauge 21g to obtain the subject's load.
  • the load of the subject placed on the placement plate 3 is distributed and applied to the strain body 21 s and the beam portion 22 of the beam-type load cell 21. Even when a relatively large load is applied to the mounting plate 3, the load can be detected satisfactorily. That is, the load detector 100 of the present embodiment can be suitably used for detecting the load of a heavy object such as a bed and uses a beam-type load cell with a small rated capacity, so that the manufacturing cost is suppressed.
  • the main body 31 of the mounting plate 3 is most difficult to bend on a line segment L connecting the attachment center C1 and the attachment center C2 with the shortest distance (FIG. 4). Therefore, by placing the bed caster CT on the line segment L, the load of the subject on the bed can be detected without being affected by the deflection of the mounting plate 3. Since the mounting center C1 and the mounting center C2 are located on both sides of the mounting plate 3 in the longitudinal direction of the load detector 1, the line segment L passes through the approximate center of the mounting plate 3 and the caster CT. A suitable placement position also includes the approximate center of the placement plate 3.
  • the mounting plate 3 is directly connected to the beam-type load cell 21 and the beam portion 22 that are separated from each other, and is disposed between the beam-type load cell 21 and the beam portion 22. ing. Therefore, the overall configuration of the load detector 100 including the beam-type load cell 21, the beam portion 22, and the mounting table 3 can be made compact, and the mounting plate 3 can be placed between the beam-type load cell 21 and the beam portion 22. In the space defined, it can be arranged at a position (low position) closer to the floor on which the load detector 100 is installed. Thereby, it is possible to make it easy for the rolling elements such as casters CT to ride on the mounting plate 3.
  • a recess 36 is formed at the center in the longitudinal direction and the width direction of the mounting plate 3. Therefore, even if the object placed on the placement plate 3 at the time of detection is a rollable rotating body such as a bed caster CT, the object is held on or near the straight line L of the placement plate 3. Load detection can be performed accurately and stably.
  • the beam-type load cell 21 and the beam portion 22 that support the mounting plate 3 are arranged on both sides of the mounting plate 3. Therefore, the caster CT can enter the mounting plate 3 between the beam-type load cell 21 and the beam portion 22 without interfering with the beam-type load cell 21 and the beam portion 22. That is, the caster CT can enter the mounting plate 3 from either the free end side of the beam-type load cell 21 or the free end side of the beam portion 22. Moreover, since the slopes 34 and 35 are provided in the both ends of the mounting plate 3 in the longitudinal direction, it is easy to mount the caster CT.
  • the load detector 100 when the load detector 100 is arranged under the bed, it is only necessary that the longitudinal direction of the load cell is oriented in the direction in which the bed is moved, and the arrangement of the load detector 100, particularly the arrangement of the plurality of load detectors 100, can be simplified. It can be carried out.
  • first, the first base portion 11, the second base portion 12, the beam-type load cell 21, the beam portion 22, and the mounting plate 3 are individually created.
  • the first and second bases 11 and 12 may be any material such as resin or metal, but an aluminum rolled material can be used as an example.
  • the mounting plate 3 can be easily formed by simply cutting and bending an aluminum rolled plate to provide the first and second connecting portions 32 and 33 and the slopes 34 and 35.
  • the load detector 100 has a small number of parts and can be manufactured only by an easy process such as cutting, bending, and screwing.
  • the load detector 200 of the modification is the same as the load detector 100 of the first embodiment in that it includes the first base portion 11, the second base portion 12, the beam-type load cell 21, and the beam portion 22, but the beam-type load cell 21.
  • a mounting plate (mounting) fixed to the upper surface 21 st of the strain generating body 21 s and the upper surface 22 st of the beam portion 22.
  • the point which has (placement part) 4 differs from the load detector 100 of 1st Embodiment.
  • the description of the first base portion 11, the second base portion 12, the beam-type load cell 21, and the beam portion 22 is omitted.
  • the mounting plate 4 is a member that supports a detection target, and is formed of an aluminum rolled plate.
  • the mounting plate 4 includes a concave portion 41 having a bottom surface 41b having a rectangular shape in plan view and a side surface 41s having a rectangular shape in side view, and a rectangular shape having a rectangular shape in plan view extending substantially horizontally from the upper end portion of the side surface 41s toward the first base portion 11 side.
  • 1 connection part 42 and the 2nd connection part 43 of the planar view rectangular shape mainly extended to the 2nd base 12 side from the upper end part of the side surface 41s of the recessed part 41 are mainly included.
  • the cross-sectional shape orthogonal to the longitudinal direction of the first load cell 21 of the recess 41 is substantially U-shaped. That is, the mounting plate 4 is a curved plate that defines a U-groove extending between the beam-type load cell 21 and the beam portion 22 substantially in parallel with the longitudinal direction of the beam-type load cell 21.
  • Slopes 44 and 45 rising in the longitudinal direction center are provided in the vicinity of both longitudinal ends of the bottom surface 41 b of the recess 41.
  • a holding area (movement restricting portion) CA surrounded by the end surface 44 a of the slope 44, the end surface 45 a of the slope 45, and the side surface 41 s of the recess 41 is defined at the longitudinal center of the bottom surface 41 b of the recess 41.
  • the first connecting portion 42 has a plate-like spacer 51 sandwiched between the first connecting portion 42 and the beam-type load cell 21 from above and below, and a strain generating body of the beam-type load cell 21 through the screw T and the screw hole Th. It is fixed near the other end 21sf (free end) of 21s.
  • the second connecting portion 43 has a spacer (not shown) similar to the spacer 51 sandwiched between the second connecting portion 43 and the beam portion 22 from above and below, via the screw T and the screw hole Th. It is fixed near the other end 22sf (free end). That is, the mounting plate 4 is fixed to the free end of the beam-type load cell 21 in the vicinity of one corner portion of the bottom surface 41b of the rectangular recess 41 and the beam portion 22 in the vicinity of the diagonal portion of the bottom surface 41b of the recess 41. It is fixed to the free end and is supported at two points by a beam-type load cell 21 and a beam portion 22 in a state in which a minute movement is possible in the vertical direction.
  • the modified load detector 200 can also be used in the same manner as the load detector 100 of the first embodiment.
  • the mounting plate 4 has a concave portion 41, and the concave portion 41 has a bottom surface 41 b whose width is smaller than the separation distance between the beam-type load cell 21 and the beam portion 22. is doing. Due to this shape, the mounting plate 4 is less likely to bend with respect to a load from above, so that the load detector 200 can further reduce the influence of the deflection of the mounting plate 4 than the load detector 100.
  • the side surface 41s of the concave portion 41 of the mounting plate 4 is disposed between the beam-type load cell 21 and the holding area CA and between the beam portion 22 and the holding area CA. Yes. Accordingly, collision between the caster CT and the like placed in the holding area CA, the beam-type load cell 21 and the beam portion 22 is prevented.
  • the beam-type load cell 21 and the beam portion 22 that support the mounting plate 4 are disposed on both sides of the bottom surface 41 b of the concave portion 41 of the mounting plate 4. Therefore, when the subject to be measured is the subject on the bed and the moving caster CT attached to the lower end of the bed leg BL (FIG. 3) is placed on the placing plate 4, the caster CT is Thus, it is possible to enter the mounting plate 4 between the beam-type load cell 21 and the beam portion 22 without interfering with either the beam-type load cell 21 or the beam portion 22. That is, the caster CT can enter the mounting plate 4 from either the free end side of the beam-type load cell 21 or the free end side of the beam portion 22.
  • the caster CT can be easily mounted on the bottom surface 41 b using the slope 44 or the slope 45.
  • the caster CT placed is restrained from moving in the longitudinal direction by the end surface 44 a of the slope 44 and the end surface 45 a of the slope 45, and is restrained from moving in the width direction by the side surface 41 s of the recess 41.
  • the load detector 300 of the modified example is the same as the load detector 100 of the first embodiment in that the first base portion 11, the second base portion 12, the beam-type load cell 21, and the beam portion 22 are provided.
  • the point which is provided with the guide member 6 fixed to the 2nd base 12 and the point provided with the mounting board (mounting part) 5 which replaces with the mounting plate 3, and comprises the wall part 54 and defines the notch part N is the 1st. Different from the load detector 100 of the embodiment.
  • the first base 11, the second base 12, the beam-type load cell 21, and the beam 22 are the first base 11 and the second base of the first embodiment. 12, the beam-type load cell 21 and the beam portion 22 are the same as each other, and the description thereof is omitted.
  • the mounting plate 5 is a member on which a detection target is mounted in the same manner as the mounting plate 3, and includes a flat plate-like main body portion 51 and a first connecting portion 52 that protrudes from the main body portion 51 toward the first base portion 11.
  • the second connecting portion 53 protrudes from the main body portion 51 toward the second base portion 12 side, and the wall portion 54.
  • the wall portion 54 is formed so as to stand upright from the upper surface of the main body portion 51.
  • the main body 51 has a rectangular shape 51r that is long in the extending direction (longitudinal direction) of the beam-shaped load cell 21 and the beam 22 and a pair of protrusions protruding in the long side direction from one end of the long side direction of the rectangular portion 51r. And a protrusion 51p.
  • the pair of projecting portions 51p is provided in the vicinity of both ends in the short side direction of the rectangular portion 51r, and a cutout portion N is defined by one short side of the pair of projecting portions 51p and the rectangular portion 51r.
  • the first connecting portion 52 protrudes from the one of the pair of protruding portions 51p toward the first base portion 11 side.
  • Two screw holes Th are formed in the first connecting portion 52, and the first connecting portion 52 is connected to the other end portion 21sf (freely) of the strain body 21s of the beam-type load cell 21 via the screw T and the screw hole Th. It is fixed to the lower surface 21sd in the vicinity of the end.
  • the second connecting portion 53 protrudes toward the second base portion 12 from the end opposite to the one end where the protruding portion 51p of the rectangular portion 51r is provided.
  • Two screw holes Th are formed in the second connecting portion 53, and the second connecting portion 53 has a lower surface 22sd in the vicinity of the other end 22sf (free end) of the beam portion 22 through the screw T and the screw hole Th. It is fixed to.
  • the wall portion 54 is U-shaped in plan view (substantially U-shaped), a pair of long wall portions 54l (FIG. 8) extending along the long side direction of the rectangular portion 51r of the main body portion 51, and the rectangular portion of the main body portion 51. It includes a short wall portion 54s (FIG. 8) that extends along the short side direction of 51r and connects the pair of long wall portions 54l. Each of the pair of long wall portions 54l extends on the main body 51 over the entire region of the protruding portion 51p and most of the rectangular portion 51r.
  • a recess (movement restricting portion) 55 (FIG. 8) having a substantially rectangular shape in plan view is provided in a region surrounded by the wall portion 54 and the cutout portion N in the center of the upper surface of the rectangular portion 51r of the main body portion 51. .
  • the center of the recess 55 is substantially located on a diagonal line connecting the central portion of the first connecting portion 52 and the central portion of the second connecting portion 53 in plan view.
  • the guide member 6 is a wedge-shaped (or triangular prism-shaped) member, and has an inclined surface (slope) 61 that guides rolling elements such as casters CT from the floor surface onto the mounting plate 5.
  • the guide member 6 is fixed to the flat plate portion 12a of the second base portion 12 via a connecting portion 62 extending from a side surface orthogonal to the inclined surface 61, and below the mounting plate 5, the first base portion 11 and the second base portion 12 Located between.
  • the inclined surface 61 of the guide member 6 is located inside the notch N defined by the mounting plate 5 in plan view.
  • the lower end portion of the inclined surface 61 is formed between the other end portion (free end) 21sf of the beam load cell 21 and the other end portion (free end) 22sf of the beam portion 22 in the longitudinal direction in which the beam load cell 21 extends. Located between. That is, the guide member 6 is within the dimensions of the beam-type load cell 21 and the beam portion 22 in the longitudinal direction.
  • This modification is different from the first embodiment in that the mounting plate 5 is displaced independently of the guide member 6 having the inclined surface 61.
  • the mounting plate 5 can be displaced independently of the inclined surface (slope) 61.
  • the guide member 6 is fixed to the second base portion 12 so that the lower end portion of the inclined surface 61 and the lower surfaces of the first base portion 11 and the second base portion 12 are located on substantially the same plane, and the load detector 300. Is installed on the floor surface, the lower end of the inclined surface 61 of the guide member 6 contacts the floor surface. Since the mounting plate 5 is displaced independently of the guide member 6, even if the inclined surface 61 is in contact with the floor surface, the load measurement is not affected.
  • the height of the inclined surface 61 is substantially equal to the distance between the lower surfaces of the first base portion 11 and the second base portion 12 and the upper surface of the mounting plate 5. Therefore, in the load detector 300 of the present modification, the upper end portion of the inclined surface 61 of the guide member 6 and the upper surface of the mounting plate 5 are located on substantially the same plane and roll on the inclined surface 61. Thus, the caster CT reaching the upper end of the inclined surface 61 can easily cross the upper surface of the mounting plate 5.
  • the modified load detector 300 can also be used in the same manner as the load detector 100 of the first embodiment, and the same effect as the load detector 100 of the first embodiment can be obtained.
  • the load detector 300 of the modified example it is possible to easily guide the rolling elements such as casters CT from the floor surface to the upper surface of the mounting plate 5 by using the inclined surface 61 of the guide member 6.
  • the mounting plate 5 defines the notch portion N, and the guide member 6 is disposed inside the notch portion N in plan view.
  • the lower end portion of the inclined surface 61 has the other end portion (free end) 21sf of the beam-type load cell 21 and the other end portion (free end) 22sf of the beam portion 22 in the longitudinal direction in which the beam-type load cell 21 extends. Is located between. Therefore, the guide member 6 and the inclined surface 61 do not protrude outside the beam-type load cell 21 and the beam portion 22 in the longitudinal direction, and are compact.
  • a wall portion 54 is provided on the upper surface of the main body portion 51 of the mounting plate 5. Therefore, collision between the rolling elements such as casters CT placed in the recess 55 and the beam-type load cell 21 and the beam portion 22 is prevented.
  • the guide member 6 does not necessarily have to be fixed to the second base 12, and may be fixed to the first base 11, and the first base 11 and the second base 12 It may be fixed to both. Further, the guide member 6 may be disposed so as to protrude outside the beam-type load cell 21 and the beam portion 22 in the longitudinal direction. In addition, the guide member 6 is fixed to an arbitrary member by an arbitrary method so that the mounting plate 5 is not in contact with the guide member 6 and can move independently with respect to the guide member 6. obtain. Further, the guide member 6 is not necessarily fixed to the second base 12 or the like in a non-removable state, and may be detachable.
  • the guide member 6 may not be wedge-shaped.
  • the guide member 6 may be a flat plate having an inclined surface (slope), for example. Further, the inclination angle of the inclined surface (slope) may not be constant, and may change along the traveling direction of the rolling elements such as casters CT.
  • the shape of the mounting plate 5 is arbitrary.
  • the mounting plate 5 does not necessarily have the wall portion 54, and the main body portion 51 of the mounting plate 5 does not have to have the protruding portion 51p.
  • the first connecting portion 52 can protrude from the rectangular portion 51r of the main body portion 51.
  • the protruding portion 51p of the main body 51 can be omitted from the mounting plate 5 having the wall 54.
  • the first connecting portion 52 may be provided on the long wall portion 54 l of the wall portion 54.
  • the mounting plate 5 has any shape. Absent. Instead of the mounting plate 5, a mounting portion having a curved shape such as the mounting plate 4 can be used.
  • the load detectors 100, 200, and 300 of the above-described embodiments and modifications are placed on the placement plates 3, 4, and 5 (that is, placed on the placement plates 3, 4, and 5). It may be configured to detect not only the weight of the subject) but also the temporal variation of the load applied to the mounting plates 3, 4, 5.
  • the “load detector” is an apparatus configured not to measure the weight of the subject placed on the placing plate but to calculate only the temporal variation amount. Including.
  • “load detection” includes not only the absolute value of the load but also detecting only the temporal fluctuation amount of the load.
  • the beam portion 22 may be formed of a material different from that of the strain body 21 s of the beam-type load cell 21 and has a different shape. May be.
  • the beam portion 22 may be a prism without the through hole h, or may be a long flat plate extending in the longitudinal direction of the load detectors 100, 200, 300. Note that the amount of strain generated in the strain body 21s when the spring constant of the strain body 21s and the spring constant of the beam portion 22 are the same and the subject is placed at the center of the placement plates 3, 4, and 5 is used. And the amount of strain generated in the beam portion 22 may be the same.
  • requires the weight of a test subject based on the detected value of the beam-type load cell 21 becomes easy. Since the spring constant is determined based on the material and shape of the strain body 21s and the beam portion 22, for example, if the material and shape of the strain body 21s and the beam portion 22 are the same, the strain body 21s and the beam portion 22 However, the method of making the spring constants of both the same is not limited to this.
  • the length of the longitudinal direction of the flat plate part 11a of the 1st base 11 and the flat plate part 12a of the 2nd base 12 is arbitrary.
  • One or both of the flat plate portion 11a and the flat plate portion 12a can be omitted.
  • the 1st base 11 and the 2nd base 12 were separate components mutually independent, it is not restricted to this.
  • the first base portion 11 and the second base portion 12 may be integrated.
  • the flat plate portion 11a and the flat plate portion 12a may be connected by a flat plate extending below the mounting plate 3.
  • the beam-type load cell 21 and the beam portion 22 are fixed to the first base portion 11 and the second base portion 12 with the screws T, but this is not limitative. Fixing the beam-type load cell 21 and the beam portion 22 to the first base portion 11 and the second base portion 12 may be performed using bolts or rivets, or may be performed by welding.
  • the beam-type load cell 21 is attached to the first base portion 11 with the top surface 11bt of the support base portion 11b and the lower surface 21sd of the strain body 21s in contact with each other.
  • the beam-type load cell 21 may be attached to the first base portion 11 with the front surface of the support base portion 11b and the longitudinal end surface of the strain generating body 21s in contact with each other, for example. The same applies to the attachment of the beam portion 22 to the second base portion 12.
  • the beam-type load cell 21 and the beam portion 22 face each other in parallel, but the beam-type load cell 21 and the beam portion 22 have an angle smaller than about 5 °. You may face each other.
  • strain gauges 21g are attached to the strain body 21s of the beam-type load cell 21, but the number of strain gauges 21g attached to the strain body 21s is one. It may be three or more.
  • the first connecting portions 32, 42, 52 of the mounting plates 3, 4, 5 are attached in the vicinity of the other end portion 21 sf of the strain body 21 s of the beam-type load cell 21. It was. However, the present invention is not limited to this, and the first connecting portions 32, 42, 52 of the mounting plates 3, 4, 5 are on the other end 21 sf side (free end) from the longitudinal center of the strain-generating body 21 s of the beam-type load cell 21. It may be attached to the side). Further, the first connecting portions 32, 42, 52 of the mounting plates 3, 4, 5 can be attached at an arbitrary position on the free end side than the thin portion 21 th of the strain body 21 s of the beam-type load cell 21.
  • the mounting board 3, the mounting board 4, and the mounting board 5 were being fixed to the 1st load cell 21 and the 2nd load cell 22 with the screw T, it is not restricted to this.
  • the mounting plate 3, the mounting plate 4, and the mounting plate 5 may be fixed to the first load cell 21 and the second load cell 22 by using bolts or rivets, or may be performed by welding.
  • first and second connecting portions 32 and 33 of the mounting plate 3 are formed at both ends in the longitudinal direction of the main body 31, but are not limited thereto.
  • the 1st, 2nd connection parts 32 and 33 should just be provided in the other side on both sides of the longitudinal direction center in the longitudinal direction of the main-body part 31 (or mounting plate 3).
  • the 1st connection parts 32 and 52 of the mounting board 3 and the mounting board 5 were formed as a flat plate part extended in a horizontal direction
  • the 1st connection part 32 It is also possible to make 52 into a shape including a flat plate portion extending in the vertical direction perpendicular to the longitudinal direction.
  • the mounting plate 3 and the mounting plate 5 are attached to the beam-type load cell 21 with one surface of the flat plate portion extending in the vertical direction and the end surface in the longitudinal direction of the strain body 21s of the beam-type load cell 21. Perform in contact. The same applies to the mounting plate 3 and the second connecting portions 33 and 53 of the mounting plate 5.
  • the length in the longitudinal direction of the main body portion 31 of the mounting plate 3 is the same as the length in the longitudinal direction of the beam-type load cell 21 and the beam portion 22, but is not limited thereto.
  • the main body 31 of the mounting plate 3 may be shorter or longer than the beam-type load cell 21 and the beam 22.
  • the first and second connecting portions 42 and 43 of the mounting plate 4 are attached to the beam-type load cell 21 and the beam portion 22 in the vicinity of both ends in the longitudinal direction of the bottom surface 41 b of the recess 41. I went there, but it is not limited to this.
  • the first and second connecting portions 42 and 43 are attached to the beam-type load cell 21 and the beam portion 22 in the longitudinal direction of the bottom surface 41b (or the mounting plate 4) of the concave portion 41 and opposite to each other across the longitudinal center. If it is done in.
  • flat plate portions that extend in the vertical direction perpendicular to the longitudinal direction may be provided at the ends of the first and second connecting portions 42 and 43 of the mounting plate 4.
  • the mounting plate 4 is attached to the beam-type load cell 21 and the beam portion 22 in the longitudinal direction of one surface of the flat plate portion extending in the vertical direction, the strain body 21 s of the beam-type load cell 21, and the beam portion 22.
  • the process is performed in a state where the end surfaces are brought into contact with each other and a predetermined gap is provided between the lower surfaces of the first and second connecting portions 42 and 43 and the upper surfaces of the strain generating bodies 21s and 22s.
  • a spacer may or may not be disposed between the first connecting portions 42 and 43 and the strain generating bodies 21s and 22s.
  • the length of the mounting plate 4 in the longitudinal direction is the same as the length of the beam-type load cell 21 and the beam portion 22 in the longitudinal direction, but the present invention is not limited to this.
  • the mounting plate 4 may be shorter or longer than the beam-type load cell 21 and the beam portion 22.
  • the mounting plate 3 and the mounting plate 5 are the upper surface 21st of the strain body 21s of the beam-type load cell 21 and the upper surface of the beam portion 22. It may be fixed to 22st.
  • the mounting plate 4 may be fixed to the lower surface 21 sd of the strain body 21 s of the beam-type load cell 21 and the lower surface 22 sd of the beam portion 22.
  • one or both of the slope 34 and the slope 35 of the mounting plate 3 may be omitted.
  • a substantially vertical wall may be formed at the end of the main body 31 of the mounting plate 3 that does not have a slope so that the caster CT or the like cannot pass.
  • the slope 44 and the slope 45 of the mounting plate 4 may be omitted.
  • a substantially vertical wall connected to the bottom surface 41b and the side surface 41s may be formed at the end portion of the mounting plate 4 that does not have the slope.
  • the recess 36 may not be formed on the mounting plate 3.
  • the beam load cell 21 is prevented from being overloaded by controlling the gap (gap) between the first base portion 11 and the first connecting portion 32.
  • the gap control refers to, for example, reducing the height of the support base 11b, increasing the thickness of the first connecting part 32, and / or extending the flat plate part 11a in the longitudinal direction, thereby extending the first connecting part 32.
  • the beam-type load cell 21 is restricted so as not to be distorted beyond its limit load (that is, a stopper mechanism).
  • the beam-type load cell 21 may not be overloaded by the gap control between the first base portion 11 and the first connecting portion 52.
  • the load detection system 500 mainly includes four load detectors 100 and a controller CONT.
  • the four load detectors 100 and the controller CONT are connected by wiring.
  • the casters CT attached to the four legs of the bed BD are placed on the placement plates 3 of the four load detectors 100 (FIG. 9). Thereby, each of the four load detectors 100 detects a part of the test subject's load on the bed BD applied via the leg of the bed BD.
  • the controller CONT connected to the four load detectors 100 adds the outputs from the beam-type load cells 21 of the respective load detectors 100 by a predetermined number (two times as an example), and adds them together to determine the weight of the subject on the bed BD. Ask for. Further, any other processing may be performed by the controller CONT. For example, based on the output from the beam-type load cell 21, the position of the center of gravity of the subject on the bed BD and how it fluctuates may be calculated. The position of the center of gravity of the subject on the bed BD does not depend on the absolute values of the four output values of the four beam load cells 21 of the four load detectors 100, but is based only on the relative magnitude relationship of the four output values. Therefore, the load detector 100 may calculate only the position of the center of gravity of the subject and how it fluctuates without obtaining the weight of the subject on the bed BD.
  • the load detection system 500 of the present embodiment uses the load detector 100 of the first embodiment, the same effect as the load detector 100 of the first embodiment can be obtained.
  • the load detection system 500 of the present embodiment is advantageous in that the position of the center of gravity of the subject on the bed BD and its variation can be calculated with high accuracy using the load detector 100 with a low manufacturing cost.
  • the number of load detectors 100 is not limited to four, and may be three or less, or five or more.
  • modified load detectors 200 and 300 may be used.
  • the load detection system of the present embodiment can be used by placing the leg of the bed BD directly on the placement plate 3 of the load detector 100 instead of the caster CT.
  • the first and second bases 11 and 12 of the load detector 100 are arranged above the lower leg of the divided legs, and the mounting plate 3 It is also possible to detect the subject's load by placing the upper leg on the top.
  • “place a load detector on the leg of the bed” means that when the load detector is placed under the caster CT, when the load detector is placed directly under the leg of the bed BD, Including a case where a load detector is disposed between the lower leg and the lower leg.
  • the output from the load detector 100 may be transmitted to the controller CONT by radio instead of wiring.
  • the controller CONT may be connected to a display for displaying the load determined by the controller CONT and an alarm for performing predetermined notification based on the determined load.
  • the present invention is not limited to the above embodiments, and other forms conceivable within the scope of the technical idea of the present invention are also included in the scope of the present invention. .
  • the load detector and load detection system of the present invention can be suitably used for load detection of heavy objects such as beds, and the manufacturing cost is suppressed. Therefore, it is possible to promote the spread of management of patients and care recipients based on load detection in hospitals, care facilities, etc., and contribute to improving the quality of medical care and care.

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Abstract

A load detector (100) comprising: a beam-shaped load cell (21) having a free end (21sf) as a result of being cantilevered upon a first support base (11b); a beam (22) arranged facing the beam-shaped load cell and having a free end (22sf) as a result of being cantilevered upon a second support base (12b); and a placement section (3) upon which objects are placed, said placement section being provided between the beam-shaped load cell and the beam section and having a first coupling section (32) coupled to the beam-shaped load cell and a second coupling section (33) coupled to the beam section. The free end of the beam section is positioned on the opposite side to the free end of the beam-shaped load cell, in a direction in which the beam-shaped load cell extends. The first coupling section of the placement section is coupled to the beam-shaped load cell on the free end side of the beam-shaped load cell. The second coupling section of the placement section is coupled to the beam section on the free end side of the beam section.

Description

荷重検出器及び荷重検出システムLoad detector and load detection system
 本発明は、ビーム形ロードセルを含む荷重検出器、及び該荷重検出器を含む荷重検出システムに関する。 The present invention relates to a load detector including a beam-type load cell and a load detection system including the load detector.
 病院や介護施設等におけるベッドに加えられる荷重を検出して、ベッド上に患者や入所者が存在しているか否かを判断する在床検知が知られている。荷重を検出する荷重検出器は様々な位置に配置することができ、例えばベッドの支持脚の下に配置することができる。 There is known detection of bed presence by detecting a load applied to a bed in a hospital or a nursing facility and determining whether a patient or a resident is present on the bed. The load detector for detecting the load can be arranged at various positions, for example, under the supporting leg of the bed.
 特許文献1は、ベッドの脚の下に配置し得る荷重検出器として、ひずみゲージが取り付けられた片持ち梁部と、当該片持ち梁部の基端部に取り付けられた載置板部とを有する荷重検出器を開示している。 In Patent Document 1, as a load detector that can be placed under a leg of a bed, a cantilever portion to which a strain gauge is attached and a mounting plate portion attached to a base end portion of the cantilever portion. A load detector is disclosed.
特許第4829020号Japanese Patent No. 4829020
 ベッド等の重量物の下に配置される荷重検出器が備えるロードセルは、定格容量が大きいことが求められる。さらに、ベッドの下に荷重検出器を配置する場合には、ベッド上に被験者が倒れ込んだり、子供が飛び乗ったり、多数の人間が同時に腰掛けたりしてもロードセルに過負荷が加わらないよう、定格容量の特に大きいロードセルを使用して安全率を大きく取ることが望ましい。しかしながら、定格容量の大きいロードセルを用いると荷重検出器の製造コストが増大してしまい、また、微小な荷重の変化への対応が出来なくなってしまう。 A load cell provided in a load detector placed under a heavy object such as a bed is required to have a large rated capacity. In addition, when a load detector is placed under the bed, the rated capacity is set so that an overload is not applied to the load cell even if a subject falls on the bed, a child jumps on, or many people sit at the same time. It is desirable to increase the safety factor by using a particularly large load cell. However, if a load cell having a large rated capacity is used, the manufacturing cost of the load detector increases, and it becomes impossible to cope with a minute change in load.
 本発明は、ベッド等の重量物の荷重検出に好適に用いることができ、且つ製造コストの抑制された荷重検出器、及び当該荷重検出器を含む荷重検出システムを提供することを目的とする。 An object of the present invention is to provide a load detector that can be suitably used for detecting a load of a heavy object such as a bed and whose manufacturing cost is suppressed, and a load detection system including the load detector.
 本発明の第1の態様に従えば、
 第1支持台上で片持ち支持されることによって自由端を有するビーム形ロードセルと、
 前記ビーム形ロードセルと対向して配置され、第2支持台上で片持ち支持されることによって自由端を有する梁部と、
 物体が載置される載置部であって、前記ビーム形ロードセルに連結される第1連結部と前記梁部に連結される第2連結部とを有し、前記ビーム形ロードセルと前記梁部の間に設けられた載置部とを備える荷重検出器であって、
 前記ビーム形ロードセルが延在する方向において、前記梁部の前記自由端は、前記ビーム形ロードセルの前記自由端とは反対側に位置しており、
 前記載置部の第1連結部は、前記ビーム形ロードセルと前記ビーム形ロードセルの前記自由端側で連結され、前記載置部の第2連結部は前記梁部と前記梁部の前記自由端側で連結されている荷重検出器が提供される。
According to the first aspect of the present invention,
A beam-type load cell having a free end by being cantilevered on a first support;
A beam portion disposed opposite to the beam-type load cell and having a free end by being cantilevered on a second support base;
A placement part on which an object is placed, comprising: a first connection part connected to the beam-type load cell; and a second connection part connected to the beam part; the beam-type load cell and the beam part A load detector comprising a mounting portion provided between the two,
In the direction in which the beam-type load cell extends, the free end of the beam portion is located on the opposite side of the free end of the beam-type load cell;
The first connecting part of the mounting part is connected to the beam-type load cell on the free end side of the beam-type load cell, and the second connecting part of the mounting part is connected to the free end of the beam part and the beam part. A load detector connected on the side is provided.
 第1の態様の荷重検出器において、前記ビーム形ロードセルと前記梁部とが平行に配置されていてもよい。 In the load detector according to the first aspect, the beam load cell and the beam portion may be arranged in parallel.
 第1の態様の荷重検出器において、前記ビーム形ロードセルの前記自由端と前記第2支持台とが、前記ビーム形ロードセルの延在方向において略同一の位置にあってもよく、前記梁部の前記自由端と前記第1支持台とが、前記ビーム形ロードセルの延在方向において略同一の位置にあってもよい。 In the load detector according to the first aspect, the free end of the beam-type load cell and the second support base may be at substantially the same position in the extending direction of the beam-type load cell. The free end and the first support base may be at substantially the same position in the extending direction of the beam-type load cell.
 第1の態様の荷重検出器において、前記ビーム形ロードセルは起歪体を含んでもよく、前記載置部は、前記起歪体及び前記梁部の下面に取り付けられた平板状の本体部を含んでもよい。 In the load detector according to the first aspect, the beam-type load cell may include a strain body, and the mounting portion includes a plate-shaped main body portion attached to the bottom surface of the strain body and the beam portion. But you can.
 第1の態様の荷重検出器において、前記ビーム形ロードセルは起歪体を含んでもよく、前記載置部は、前記起歪体及び前記梁部の上面に取り付けられた曲板であってもよく、前記曲板は、前記ビーム形ロードセルと前記梁部との間に、前記ビーム形ロードセルと略平行に延在するU溝を画成していてもよい。 In the load detector according to the first aspect, the beam-type load cell may include a strain body, and the mounting portion may be a curved plate attached to the top surfaces of the strain body and the beam portion. The curved plate may define a U-groove extending substantially parallel to the beam-type load cell between the beam-type load cell and the beam portion.
 第1の態様の荷重検出器において、前記荷重検出器は、床面に配置され、前記載置部を上下方向に変位させて前記載置部の上に載置された前記物体の荷重を検出する荷重検出器であってもよく、前記載置部に固定されたスロープであって、前記載置部の変位時に、前記床面と前記スロープの下側端部とが上下方向において離間しているスロープを更に備えてもよい。 In the load detector according to the first aspect, the load detector is disposed on the floor, and detects the load of the object placed on the placement portion by displacing the placement portion in the vertical direction. The slope may be a load detector that is fixed to the mounting portion, and when the mounting portion is displaced, the floor surface and the lower end of the slope are separated in the vertical direction. A slope may be further provided.
 第1の態様の荷重検出器において、前記スロープは、前記ビーム形ロードセルの延在方向の両端側に設けられていてもよい。 In the load detector according to the first aspect, the slope may be provided at both ends of the beam-type load cell in the extending direction.
 第1の態様の荷重検出器は、前記第1支持台又は前記第2支持台の少なくとも一方に固定されたスロープを更に備えてもよく、前記載置部は前記スロープに独立して変位可能であってもよい。 The load detector according to the first aspect may further include a slope fixed to at least one of the first support base or the second support base, and the mounting portion can be displaced independently of the slope. There may be.
 第1の態様の荷重検出器は、床面に配置され、前記載置部を上下方向に変位させて前記載置部の上に載置された前記物体の荷重を検出する荷重検出器であってもよく、前記荷重検出器が前記床面に配置された状態において、前記スロープの下側端部が前記床面に接触してもよい。 The load detector according to the first aspect is a load detector that is disposed on the floor and detects the load of the object placed on the placement unit by displacing the placement unit in the vertical direction. The lower end of the slope may contact the floor surface in a state where the load detector is disposed on the floor surface.
 第1の態様の荷重検出器において、前記載置部は、中央部に設けられた移動規制部を有してもよい。 In the load detector according to the first aspect, the placing section may include a movement restricting section provided at the center.
 第1の態様の荷重検出器において、前記第1支持台と前記第2支持台とが一体に形成されていてもよい。 In the load detector according to the first aspect, the first support base and the second support base may be integrally formed.
 第1の態様の荷重検出器は、キャスター付ベッドの上の被験者の荷重を検出する荷重検出器であってもよく、前記載置部は前記キャスターが載置される載置部であってもよい。 The load detector according to the first aspect may be a load detector that detects a load of a subject on a bed with casters, and the placement unit may be a placement unit on which the casters are placed. Good.
 本発明の第2の態様に従えば、
 ベッドの上の被験者の荷重を検出する荷重検出システムであって、
 ベッドの脚に配置された、第1の態様の複数の荷重検出器と、
 前記複数の荷重検出器に接続され、前記荷重検出器の出力に基づいて前記被験者の荷重を算出する制御部とを有する荷重検出システムが提供される。
According to the second aspect of the present invention,
A load detection system for detecting the load of a subject on a bed,
A plurality of load detectors of the first aspect disposed on a leg of the bed;
There is provided a load detection system having a control unit connected to the plurality of load detectors and calculating a load of the subject based on an output of the load detectors.
 本発明の荷重検出器、及び当該荷重検出器を含む荷重検出システムは、ベッド等の重量物の荷重検出に好適に用いることができ、且つ製造コストが抑制されている。 The load detector of the present invention and the load detection system including the load detector can be suitably used for load detection of a heavy object such as a bed, and the manufacturing cost is suppressed.
図1は本発明の第1実施形態の荷重検出器の分解斜視図である。FIG. 1 is an exploded perspective view of a load detector according to a first embodiment of the present invention. 図2は本発明の第1実施形態の荷重検出器の斜視図である。FIG. 2 is a perspective view of the load detector according to the first embodiment of the present invention. 図3は、荷重検出器の幅方向の中央部における垂直断面図であり、載置板にベッドのキャスターが載置された様子を示す。FIG. 3 is a vertical cross-sectional view at the center of the load detector in the width direction, and shows a state where a bed caster is placed on the placement plate. 図4は、載置板のロードセルへの取付位置と載置板上の検出対象物の好適な載置位置との関係を示す説明図である。FIG. 4 is an explanatory diagram showing the relationship between the mounting position of the mounting plate on the load cell and the preferable mounting position of the detection object on the mounting plate. 図5は本発明の変形例の荷重検出器の分解斜視図である。FIG. 5 is an exploded perspective view of a load detector according to a modification of the present invention. 図6は本発明の変形例の荷重検出器の斜視図である。FIG. 6 is a perspective view of a load detector according to a modification of the present invention. 図7は本発明の他の変形例の荷重検出器の分解斜視図である。FIG. 7 is an exploded perspective view of a load detector according to another modification of the present invention. 図8は本発明の他の変形例の荷重検出器の斜視図である。FIG. 8 is a perspective view of a load detector according to another modification of the present invention. 図9は本発明の第2実施形態の荷重検出システムの構成を示す概略図である。FIG. 9 is a schematic diagram showing the configuration of the load detection system according to the second embodiment of the present invention.
<第1実施形態>
 図1~図6を参照して、本発明の第1実施形態について説明する。
<First Embodiment>
A first embodiment of the present invention will be described with reference to FIGS.
 図1、2に示す通り、第1実施形態の荷重検出器100は、第1、第2基部11、12と、第1、第2基部11、12にそれぞれ連結されたビーム形ロードセル21及び梁部22と、ビーム形ロードセル21及び梁部22によってビーム形ロードセル21及び梁部22の間に支持される載置板(載置部)3とを主に有する。以下の説明においては、ビーム形ロードセル21及び梁部22の延在する方向を長手方向とする。 As shown in FIGS. 1 and 2, the load detector 100 of the first embodiment includes first and second base portions 11 and 12, a beam-type load cell 21 and a beam connected to the first and second base portions 11 and 12, respectively. And a mounting plate (mounting unit) 3 that is supported between the beam-type load cell 21 and the beam part 22 by the beam-type load cell 21 and the beam part 22. In the following description, the extending direction of the beam-type load cell 21 and the beam portion 22 is a longitudinal direction.
 第1基部11は、床面上に配置されてビーム形ロードセル21を片持ち支持する部材であり、平面形状がビーム形ロードセル21とほぼ同形の矩形である平板部11aと、平板部11aの一端から長手方向に延在するとともに上方向に突出する支持台部11bとを有する。それゆえ、支持台部11bの頂面11btは平板部11aの頂面11atよりも上方に位置する。 The first base portion 11 is a member that is disposed on the floor surface and supports the beam-type load cell 21 in a cantilevered manner. The flat plate portion 11a has a rectangular shape that is substantially the same as the beam-type load cell 21, and one end of the flat plate portion 11a. And a support base 11b extending in the longitudinal direction and protruding upward. Therefore, the top surface 11bt of the support base portion 11b is located above the top surface 11at of the flat plate portion 11a.
 支持台部11bの頂面11btには、2つのねじ穴Thが形成されている。支持台部11bには、ねじT及びねじ穴Thを介してビーム形ロードセル21が固定される。 Two screw holes Th are formed in the top surface 11bt of the support base portion 11b. The beam-type load cell 21 is fixed to the support base portion 11b through the screw T and the screw hole Th.
 第2基部12も第1基部11と同一の形状を有し、平板部12aと支持台部12bとを有する。第2基部12は第1基部11から所定距離だけ離間して、第1基部11と対向して(この例では平行に)配置されているが、第1基部11の支持台部11bは第2基部12bとは逆向きになるように配置されている。すなわち、第1基部11の平板部11aに支持台部11bが接続する位置と第2基部12の平板部12aに支持台部12bが接続する位置とは互いに反対側である。支持台部12bには、ねじT及び支持台部12bの頂面12btに形成されたねじ穴Thを介して、梁部22が固定される。 The second base portion 12 has the same shape as the first base portion 11 and includes a flat plate portion 12a and a support base portion 12b. The second base portion 12 is spaced apart from the first base portion 11 by a predetermined distance and is opposed to the first base portion 11 (in parallel in this example), but the support base portion 11b of the first base portion 11 is the second base portion 11. It arrange | positions so that it may become reverse direction with the base 12b. That is, the position where the support base 11b is connected to the flat plate portion 11a of the first base 11 and the position where the support base 12b is connected to the flat plate portion 12a of the second base 12 are opposite to each other. The beam portion 22 is fixed to the support base portion 12b via a screw T and a screw hole Th formed in the top surface 12bt of the support base portion 12b.
 ビーム形ロードセル21は、貫通孔hを有する角柱形状の起歪体21sと、起歪体21sに取り付けられたひずみゲージ21gとを有する。ビーム形ロードセル21は、起歪体21sに生じたひずみをひずみゲージ21gの抵抗値の変化として検出し、これによりビーム形ロードセル21に加えられた荷重を検出する。 The beam-type load cell 21 includes a prismatic strain generating body 21s having a through hole h, and a strain gauge 21g attached to the strain generating body 21s. The beam type load cell 21 detects the strain generated in the strain generating body 21s as a change in the resistance value of the strain gauge 21g, and thereby detects the load applied to the beam type load cell 21.
 起歪体21sは、アルミニウムや鉄等の金属で形成された長尺の角柱である。起歪体21sの長手方向の中央部には幅方向に貫通する貫通孔hが形成されている。貫通孔hは、断面形状が円形である2つの円形孔hcと、2つの円形孔hcを長手方向に連結する、断面形状が略矩形である矩形孔hrとを有している。起歪体21sのうち、貫通孔hの上方及び下方に位置する部分には、貫通孔hの存在により上下方向の厚みが小さくなった薄肉部21thが画成されている。 The strain body 21s is a long prism formed of a metal such as aluminum or iron. A through hole h penetrating in the width direction is formed in the longitudinal center of the strain generating body 21s. The through-hole h has two circular holes hc having a circular cross-sectional shape and a rectangular hole hr having a substantially rectangular cross-sectional shape that connects the two circular holes hc in the longitudinal direction. A thin portion 21th whose thickness in the vertical direction is reduced due to the presence of the through hole h is defined in portions of the strain body 21s located above and below the through hole h.
 起歪体21sの一端部21ss近傍には、上下方向に貫通する2つのねじ穴Thが形成されている。起歪体21sの一端部21ssは、ねじT及びねじ穴Thを介して第1基部11の支持台部11bに固定されている。これにより起歪体21sは、一端部21ssを固定端、他端部21sfを自由端として、第1基部11(支持台部11b)に片持ち支持されている。 In the vicinity of the one end portion 21ss of the strain body 21s, two screw holes Th penetrating in the vertical direction are formed. One end portion 21ss of the strain body 21s is fixed to the support base portion 11b of the first base portion 11 through the screw T and the screw hole Th. Thus, the strain generating body 21s is cantilevered by the first base 11 (support base 11b) with one end 21ss as a fixed end and the other end 21sf as a free end.
 起歪体21sの他端部21sf近傍にも、上下方向に貫通する2つのねじ穴Thが形成されている。起歪体21sの他端部21sf近傍の下面21sdには、ねじT及びねじ穴Thを介して後述する載置板3が固定されている。すなわち起歪体21s(ビーム形ロードセル21)は、自由端である他端部21sf近傍において、載置板3を、上下方向に移動可能に支持している。 Also in the vicinity of the other end 21sf of the strain body 21s, two screw holes Th penetrating in the vertical direction are formed. A mounting plate 3 to be described later is fixed to the lower surface 21 sd near the other end 21 sf of the strain body 21 s through a screw T and a screw hole Th. That is, the strain generating body 21s (beam-type load cell 21) supports the mounting plate 3 so as to be movable in the vertical direction in the vicinity of the other end 21sf which is a free end.
 ひずみゲージ21gは、起歪体21sの薄肉部21thに2つ取り付けられている。より詳細には、ひずみゲージ21gは、起歪体21sの長手方向の略中央部において、起歪体21sの上面21st及び下面21sdにそれぞれ1つずつ取り付けられている。またひずみゲージ21gは不図示のリード線を介して、外部の制御部と接続されている。 Two strain gauges 21g are attached to the thin portion 21th of the strain body 21s. More specifically, one strain gauge 21g is attached to each of the upper surface 21st and the lower surface 21sd of the strain-generating body 21s at approximately the center in the longitudinal direction of the strain-generating body 21s. The strain gauge 21g is connected to an external control unit via a lead wire (not shown).
 梁部22は、ビーム形ロードセル21の起歪体21sと同一の金属材料で形成されており、起歪体21sと同様に、中央部に幅方向に貫通する貫通孔hが形成された角柱形状である。梁部22は、ビーム形ロードセル21から所定距離だけ離間して、ビーム形ロードセル21と対向して(この例では平行に)配置されている。 The beam portion 22 is formed of the same metal material as the strain body 21s of the beam-type load cell 21, and, like the strain body 21s, a prismatic shape in which a through hole h penetrating in the width direction is formed in the center portion. It is. The beam portion 22 is spaced apart from the beam-type load cell 21 by a predetermined distance and is opposed to the beam-type load cell 21 (in this example, in parallel).
 梁部22の一端部22ss近傍には、上下方向に貫通する2つのねじ穴Thが形成されている。梁部22の一端部22ssは、ねじT及びねじ穴Thを介して第2基部12の支持台部12bに固定されている。これにより梁部22は、一端部22ssを固定端、他端部22sfを自由端として、第1基部12(支持台部12b)に片持ち支持されている。 Near the one end portion 22ss of the beam portion 22, two screw holes Th penetrating in the vertical direction are formed. One end portion 22ss of the beam portion 22 is fixed to the support base portion 12b of the second base portion 12 via a screw T and a screw hole Th. As a result, the beam portion 22 is cantilevered by the first base portion 12 (support base portion 12b) with the one end portion 22ss as a fixed end and the other end portion 22sf as a free end.
 梁部22の他端部22sf近傍にも、上下方向に貫通する2つのねじ穴Thが形成されている。梁部22の他端部22sf近傍の下面22sdには、ねじT及びねじ穴Thを介して後述する載置板3が固定されている。すなわち梁部22は、自由端である他端部22sf近傍において、載置板3を、上下方向に移動可能に支持している。起歪体21sとの配置関係でみると、梁部22の一端部(固定端)22ss、他端部(自由端)22sfは、長手方向において、ビーム形ロードセル21の起歪体21sの他端部(自由端)21sf、一端部(固定端)22ssとそれぞれ同じ位置にある。すなわち、起歪体21sと梁部22とは、互いに対向しつつ同方向に延在しているが、それらの固定端に対する自由端の向きは互いに逆である。また、起歪体21sを支持する支持台部11bと梁部22の他端部(自由端)22sfとは長手方向において略同じ位置にあり、梁部22を支持する支持台部12bと起歪体21sの他端部(自由端)21sfとは長手方向において略同じ位置にある。 Also near the other end portion 22sf of the beam portion 22, two screw holes Th penetrating in the vertical direction are formed. A mounting plate 3 to be described later is fixed to the lower surface 22sd in the vicinity of the other end 22sf of the beam portion 22 through a screw T and a screw hole Th. That is, the beam portion 22 supports the mounting plate 3 so as to be movable in the vertical direction in the vicinity of the other end portion 22sf which is a free end. Looking at the arrangement relationship with the strain generating body 21s, one end (fixed end) 22ss and the other end (free end) 22sf of the beam section 22 are the other end of the strain generating body 21s of the beam-type load cell 21 in the longitudinal direction. The portion (free end) 21sf and the one end portion (fixed end) 22ss are in the same position. That is, the strain body 21s and the beam portion 22 extend in the same direction while facing each other, but the directions of the free ends with respect to the fixed ends are opposite to each other. Further, the support base part 11b that supports the strain generating body 21s and the other end part (free end) 22sf of the beam part 22 are at substantially the same position in the longitudinal direction, and the support base part 12b that supports the beam part 22 and the strain generation part The other end portion (free end) 21sf of the body 21s is substantially at the same position in the longitudinal direction.
 載置板3は、検出対象が載置される板状部材であり、アルミニウムや鉄等の金属により形成されている。載置板3は、平面視矩形状の平板である本体部31と、本体部31の一端部近傍から第1基部11側に突出した第1連結部32と、本体部31の他端部近傍から第2基部12側に突出した第2連結部33とを主に有する。 The mounting plate 3 is a plate-like member on which a detection target is mounted, and is formed of a metal such as aluminum or iron. The mounting plate 3 includes a main body portion 31 that is a rectangular flat plate in plan view, a first connecting portion 32 that protrudes from the vicinity of one end portion of the main body portion 31 toward the first base 11 side, and the vicinity of the other end portion of the main body portion 31. And the second connecting portion 33 protruding toward the second base portion 12 side.
 本体部31の一端部には、キャスターCT(図3)等を転動させて本体部31上に登らせることが可能なスロープ34が設けられている。同様に本体部31の他端部にも、スロープ34と同様のスロープ35が設けられている。図3に示す通り、載置板3上に計測対象物を載置した計測時(載置板3の上下方向への変動時)においてスロープ34、35の下側端部は床面から離間しており、接地していない。本体部31の長手方向及び幅方向の中央部には、凹部(移動規制部)36(図2)が形成されている。スロープ34又はスロープ35を介して載置板3の本体部31に載置されたキャスターCT等は、凹部36内に配置されて長手方向、幅方向の移動が規制される。 A slope 34 is provided at one end portion of the main body 31 so that the caster CT (FIG. 3) or the like can be rolled up on the main body 31. Similarly, a slope 35 similar to the slope 34 is provided at the other end of the main body 31. As shown in FIG. 3, the lower end portions of the slopes 34 and 35 are separated from the floor surface at the time of measurement with the measurement object placed on the placement plate 3 (when the placement plate 3 fluctuates in the vertical direction). Is not grounded. A concave portion (movement restricting portion) 36 (FIG. 2) is formed at the center portion of the main body portion 31 in the longitudinal direction and the width direction. The casters CT and the like placed on the main body 31 of the placement plate 3 via the slope 34 or the slope 35 are disposed in the recess 36 and are restricted from moving in the longitudinal direction and the width direction.
 第1連結部32には2つのねじ穴Thが形成されている。第1連結部32は、ねじT及びねじ穴Thを介してビーム形ロードセル21の起歪体21sの他端部21sf(自由端)近傍の下面21sdに固定されている。同様に第2連結部33にも2つのねじ穴Thが形成されている。第2連結部33は、ねじT及びねじ穴Thを介して梁部22の他端部22sf(自由端)近傍の下面22sdに固定されている。すなわち載置板3は、本体部31の一つの角部の近傍においてビーム形ロードセル21の自由端に固定され且つ本体部31の対角部の近傍において梁部22の自由端に固定されて、ビーム形ロードセル21及び梁部22によって、上下方向に微小移動が可能な状態で、2点支持されている。 Two screw holes Th are formed in the first connecting portion 32. The first connecting portion 32 is fixed to the lower surface 21 sd near the other end 21 sf (free end) of the strain body 21 s of the beam-type load cell 21 through the screw T and the screw hole Th. Similarly, two screw holes Th are also formed in the second connecting portion 33. The second connecting portion 33 is fixed to the lower surface 22sd in the vicinity of the other end portion 22sf (free end) of the beam portion 22 via the screw T and the screw hole Th. That is, the mounting plate 3 is fixed to the free end of the beam-type load cell 21 in the vicinity of one corner of the main body 31 and fixed to the free end of the beam 22 in the vicinity of the diagonal of the main body 31. The beam-type load cell 21 and the beam portion 22 are supported at two points in a state in which a minute movement is possible in the vertical direction.
 次に、荷重検出器100の使用方法について、検出対象がベッド上の被験者であり、載置板3にはベッドの脚部BL(図3)の下端部に取り付けられた移動用のキャスターCTが載置される場合を例に挙げて説明する。 Next, regarding the method of using the load detector 100, the detection target is a subject on the bed, and the placing plate 3 has a moving caster CT attached to the lower end of the leg portion BL (FIG. 3) of the bed. The case where it is placed will be described as an example.
 荷重検出器100を用いた荷重検出を行う場合は、まずキャスターCTを載置板3の本体部31上に載置する。具体的には、スロープ34又はスロープ35を介してキャスターCTを本体部31上に登らせ、次いでキャスターCを凹部36内に配置する。これにより、キャスターCTは本体部31上に長手方向及び幅方向の移動が規制された状態で良好に載置される。なお、ベッドの有するその他のキャスターCTは、それぞれ別個の荷重検出器100の上にそれぞれ載置される。 When performing load detection using the load detector 100, the caster CT is first placed on the main body 31 of the placement plate 3. Specifically, the caster CT is climbed onto the main body 31 via the slope 34 or the slope 35, and then the caster C is disposed in the recess 36. Thereby, the caster CT is satisfactorily placed on the main body 31 in a state where movement in the longitudinal direction and the width direction is restricted. The other casters CT included in the bed are respectively placed on separate load detectors 100.
 ベッド上の被験者の荷重は、ベッドの脚BL、キャスターCT、載置板3を介して、載置板3を支持するビーム形ロードセル21の起歪体21sに伝達される。荷重が伝達された起歪体21sにはひずみが生じ、ひずみゲージ21gはこのひずみを抵抗値の変化として検出する。検出された抵抗値の変化は、リード線(不図示)を介して外部又は第1基部11又は第2基部12に設けられた制御部(不図示)に出力される。制御部において演算処理を施すことで、被験者の荷重を得ることができる。 The load of the subject on the bed is transmitted to the strain body 21 s of the beam-type load cell 21 that supports the mounting plate 3 via the bed leg BL, the caster CT, and the mounting plate 3. Strain is generated in the strain generating body 21s to which the load is transmitted, and the strain gauge 21g detects this strain as a change in resistance value. The detected change in resistance value is output to a control unit (not shown) provided on the outside or the first base 11 or the second base 12 via a lead wire (not shown). A subject's load can be obtained by performing arithmetic processing in a control part.
 演算処理は、載置板3に載置された被験体の荷重の内の、ビーム形ロードセル21に加えられる荷重の割合に基づいて行われる。具体的には例えば、ビーム形ロードセル21の起歪体21sと梁部22とが、同一材料且つ同一形状であり、被験体が、載置板3の起歪体21sへの取り付けの取付中心C1(図4)と載置板3の梁部22への取り付けの取付中心C2(図4)の中点に載置されている場合は、ビーム形ロードセル21には載置板3に載置された被験体の荷重の半分が伝えられるため、演算処理は、ひずみゲージ21gに基づく検出値を2倍して被験体の荷重を求めることを含む。 The calculation process is performed based on the ratio of the load applied to the beam-type load cell 21 in the load of the subject placed on the placement board 3. Specifically, for example, the strain body 21s and the beam portion 22 of the beam-type load cell 21 are made of the same material and have the same shape, and the subject attaches the mounting plate 3 to the strain body 21s. (FIG. 4) and the mounting plate 3 are mounted on the mounting plate 3 on the beam-type load cell 21 when mounted at the midpoint of the mounting center C2 (FIG. 4). Since half of the subject's load is transmitted, the calculation process includes doubling the detected value based on the strain gauge 21g to obtain the subject's load.
 本実施形態の荷重検出器100の効果を以下にまとめる。 The effects of the load detector 100 of this embodiment are summarized below.
 本実施形態の荷重検出器100においては、載置板3の上に載置された被験体の荷重は、ビーム形ロードセル21の起歪体21sと梁部22とに分散して加えられるため、載置板3上に比較的大きな荷重が付加されても良好に荷重の検出を行うことができる。すなわち、本実施形態の荷重検出器100は、ベッド等の重量物の荷重検出に好適に用いることができ、且つ定格容量の小さいビーム形ロードセルを用いているため製造コストが抑制されている。 In the load detector 100 according to the present embodiment, the load of the subject placed on the placement plate 3 is distributed and applied to the strain body 21 s and the beam portion 22 of the beam-type load cell 21. Even when a relatively large load is applied to the mounting plate 3, the load can be detected satisfactorily. That is, the load detector 100 of the present embodiment can be suitably used for detecting the load of a heavy object such as a bed and uses a beam-type load cell with a small rated capacity, so that the manufacturing cost is suppressed.
 本実施形態の荷重検出器100においては、載置板3の本体部31は、取付中心C1と取付中心C2とを最短距離で結ぶ線分L上において最もたわみにくい(図4)。したがって、線分L上にベッドのキャスターCTを配置することで、載置板3のたわみの影響を受けることなく、ベッド上の被験者の荷重を検出することができる。なお、取付中心C1と取付中心C2とが、荷重検出器1の長手方向において、載置板3を挟んで両側に位置するため線分Lは載置板3の略中央を通り、キャスターCTの好適な載置位置も載置板3の略中央を含む。 In the load detector 100 of the present embodiment, the main body 31 of the mounting plate 3 is most difficult to bend on a line segment L connecting the attachment center C1 and the attachment center C2 with the shortest distance (FIG. 4). Therefore, by placing the bed caster CT on the line segment L, the load of the subject on the bed can be detected without being affected by the deflection of the mounting plate 3. Since the mounting center C1 and the mounting center C2 are located on both sides of the mounting plate 3 in the longitudinal direction of the load detector 1, the line segment L passes through the approximate center of the mounting plate 3 and the caster CT. A suitable placement position also includes the approximate center of the placement plate 3.
 本実施形態の荷重検出器100においては、載置板3が、互いに分離したビーム形ロードセル21と梁部22とにそれぞれ直接連結されて、ビーム形ロードセル21と梁部22との間に配置されている。したがって、ビーム形ロードセル21、梁部22、載置台3を含む荷重検出器100全体の構成をコンパクトにすることができ、且つ載置板3を、ビーム形ロードセル21と梁部22との間に画成される空間において、荷重検出器100の設置された床面により近い位置(低位置)に配置することができる。これにより、載置板3へのキャスターCT等の転動体の乗り上げを容易とすることができる。 In the load detector 100 of the present embodiment, the mounting plate 3 is directly connected to the beam-type load cell 21 and the beam portion 22 that are separated from each other, and is disposed between the beam-type load cell 21 and the beam portion 22. ing. Therefore, the overall configuration of the load detector 100 including the beam-type load cell 21, the beam portion 22, and the mounting table 3 can be made compact, and the mounting plate 3 can be placed between the beam-type load cell 21 and the beam portion 22. In the space defined, it can be arranged at a position (low position) closer to the floor on which the load detector 100 is installed. Thereby, it is possible to make it easy for the rolling elements such as casters CT to ride on the mounting plate 3.
 本実施形態の荷重検出器100においては、載置板3の長手方向及び幅方向の中心部に凹部36が形成されている。したがって検出時に載置板3に載置される物体がベッドのキャスターCT等の転動可能な回転体であっても、該物体を、載置板3の直線L上又はその近傍に保持し、荷重検出を正確に且つ安定して行うことができる。 In the load detector 100 of the present embodiment, a recess 36 is formed at the center in the longitudinal direction and the width direction of the mounting plate 3. Therefore, even if the object placed on the placement plate 3 at the time of detection is a rollable rotating body such as a bed caster CT, the object is held on or near the straight line L of the placement plate 3. Load detection can be performed accurately and stably.
 本実施形態の荷重検出器100においては、載置板3を支持するビーム形ロードセル21と梁部22とが、載置板3の両側に配置されている。したがってキャスターCTは、ビーム形ロードセル21と梁部22との間の載置板3に、ビーム形ロードセル21及び梁部22に干渉することなく進入することができる。すなわち、キャスターCTの載置板3への進入は、ビーム形ロードセル21の自由端側あるいは梁部22の自由端側のいずれからでも可能である。また、載置板3の長手方向の両端部にスロープ34、35が設けられているため、キャスターCTの載置が容易である。したがって、荷重検出器100をベッド下に配置するときには、ベッドを移動させる方向にロードセルの長手方向が向いていればよく、荷重検出器100の配置、特に複数の荷重検出器100の配置を簡単に行うことができる。 In the load detector 100 of this embodiment, the beam-type load cell 21 and the beam portion 22 that support the mounting plate 3 are arranged on both sides of the mounting plate 3. Therefore, the caster CT can enter the mounting plate 3 between the beam-type load cell 21 and the beam portion 22 without interfering with the beam-type load cell 21 and the beam portion 22. That is, the caster CT can enter the mounting plate 3 from either the free end side of the beam-type load cell 21 or the free end side of the beam portion 22. Moreover, since the slopes 34 and 35 are provided in the both ends of the mounting plate 3 in the longitudinal direction, it is easy to mount the caster CT. Therefore, when the load detector 100 is arranged under the bed, it is only necessary that the longitudinal direction of the load cell is oriented in the direction in which the bed is moved, and the arrangement of the load detector 100, particularly the arrangement of the plurality of load detectors 100, can be simplified. It can be carried out.
 次に、本実施形態の荷重検出器100の製造方法を説明する。 Next, a method for manufacturing the load detector 100 of this embodiment will be described.
 本実施形態の荷重検出器100の製造においては、まず第1基部11、第2基部12、ビーム形ロードセル21、梁部22、載置板3を個別に作成する。第1、第2基部11、12は樹脂や金属等の任意の材料であってよいが、一例としてアルミニウムの圧延材を使用することができる。載置板3は、アルミニウムの圧延板に切断加工、曲げ加工等を施して第1、第2連結部32、33、スロープ34、35を設けるだけで容易に成形することができる。 In manufacturing the load detector 100 of the present embodiment, first, the first base portion 11, the second base portion 12, the beam-type load cell 21, the beam portion 22, and the mounting plate 3 are individually created. The first and second bases 11 and 12 may be any material such as resin or metal, but an aluminum rolled material can be used as an example. The mounting plate 3 can be easily formed by simply cutting and bending an aluminum rolled plate to provide the first and second connecting portions 32 and 33 and the slopes 34 and 35.
 次に、それぞれ別個に作成した第1基部11、第2基部12、ビーム形ロードセル21、梁部22、載置板3を、ねじTにより一体に固定する。このように、本実施形態の荷重検出器100は、部品点数が少なく、かつ切断加工や曲げ加工、ねじ止め等の容易な工程のみで製造することができる。 Next, the first base 11, the second base 12, the beam-type load cell 21, the beam 22, and the mounting plate 3 that are separately created are fixed together with screws T. As described above, the load detector 100 according to the present embodiment has a small number of parts and can be manufactured only by an easy process such as cutting, bending, and screwing.
<変形例>
 次に、図5、6を参照して第1実施形態の変形例の荷重検出器200について説明する。変形例の荷重検出器200は、第1基部11、第2基部12、ビーム形ロードセル21、梁部22を備える点は第1実施形態の荷重検出器100と同一であるが、ビーム形ロードセル21の起歪体21sの下面21sd及び梁部22の下面22sdに固定された載置板3に代えて、起歪体21sの上面21st及び梁部22の上面22stに固定された載置板(載置部)4を有する点が第1実施形態の荷重検出器100と異なる。
<Modification>
Next, a load detector 200 according to a modification of the first embodiment will be described with reference to FIGS. The load detector 200 of the modification is the same as the load detector 100 of the first embodiment in that it includes the first base portion 11, the second base portion 12, the beam-type load cell 21, and the beam portion 22, but the beam-type load cell 21. Instead of the mounting plate 3 fixed to the lower surface 21 sd of the strain generating body 21 s and the lower surface 22 sd of the beam portion 22, a mounting plate (mounting) fixed to the upper surface 21 st of the strain generating body 21 s and the upper surface 22 st of the beam portion 22. The point which has (placement part) 4 differs from the load detector 100 of 1st Embodiment.
 図5、6に示す荷重検出器200の構成のうち、第1基部11、第2基部12、ビーム形ロードセル21、梁部22については説明を省略する。 In the configuration of the load detector 200 shown in FIGS. 5 and 6, the description of the first base portion 11, the second base portion 12, the beam-type load cell 21, and the beam portion 22 is omitted.
 載置板4は、検出対象を支持する部材であり、アルミニウムの圧延板により形成されている。載置板4は、平面視矩形状の底面41bと側面視矩形状の側面41sとを有する凹部41と、側面41sの上端部から略水平に第1基部11側に延びる平面視矩形状の第1連結部42と、凹部41の側面41sの上端部から略水平に第2基部12側に延びる平面視矩形状の第2連結部43とを主に有する。凹部41の第1ロードセル21の長手方向と直交する断面形状は略U字状である。すなわち載置板4は、ビーム形ロードセル21と梁部22との間に、ビーム形ロードセル21の長手方向と略平行に延在するU溝を画成する曲板である。 The mounting plate 4 is a member that supports a detection target, and is formed of an aluminum rolled plate. The mounting plate 4 includes a concave portion 41 having a bottom surface 41b having a rectangular shape in plan view and a side surface 41s having a rectangular shape in side view, and a rectangular shape having a rectangular shape in plan view extending substantially horizontally from the upper end portion of the side surface 41s toward the first base portion 11 side. 1 connection part 42 and the 2nd connection part 43 of the planar view rectangular shape mainly extended to the 2nd base 12 side from the upper end part of the side surface 41s of the recessed part 41 are mainly included. The cross-sectional shape orthogonal to the longitudinal direction of the first load cell 21 of the recess 41 is substantially U-shaped. That is, the mounting plate 4 is a curved plate that defines a U-groove extending between the beam-type load cell 21 and the beam portion 22 substantially in parallel with the longitudinal direction of the beam-type load cell 21.
 凹部41の底面41bの長手方向の両端部近傍には、長手方向中央に向かうに従って上昇するスロープ44、45が設けられている。これにより、凹部41の底面41bの長手方向中央部には、スロープ44の端面44aとスロープ45の端面45a、及び凹部41の側面41sにより囲まれた保持領域(移動規制部)CAが画成される。 Slopes 44 and 45 rising in the longitudinal direction center are provided in the vicinity of both longitudinal ends of the bottom surface 41 b of the recess 41. As a result, a holding area (movement restricting portion) CA surrounded by the end surface 44 a of the slope 44, the end surface 45 a of the slope 45, and the side surface 41 s of the recess 41 is defined at the longitudinal center of the bottom surface 41 b of the recess 41. The
 第1連結部42の長手方向の一端部近傍には2つのねじ穴Thが形成されている。第1連結部42は、平板状のスペーサ51を第1連結部42とビーム形ロードセル21とによって上下から挟んだ状態で、ねじT及びねじ穴Thを介して、ビーム形ロードセル21の起歪体21sの他端部21sf(自由端)近傍に固定されている。 Two screw holes Th are formed in the vicinity of one end of the first connecting portion 42 in the longitudinal direction. The first connecting portion 42 has a plate-like spacer 51 sandwiched between the first connecting portion 42 and the beam-type load cell 21 from above and below, and a strain generating body of the beam-type load cell 21 through the screw T and the screw hole Th. It is fixed near the other end 21sf (free end) of 21s.
 同様に第2連結部43の長手方向の他端部近傍にも2つのねじ穴Thが形成されている。第2連結部43は、スペーサ51と同様のスペーサ(不図示)を第2連結部43と梁部22とによって上下から挟んだ状態で、ねじT及びねじ穴Thを介して、梁部22の他端部22sf(自由端)近傍に固定されている。すなわち載置板4は、矩形状の凹部41の底面41bの一つの角部の近傍においてビーム形ロードセル21の自由端に固定され且つ凹部41の底面41bの対角部の近傍において梁部22の自由端に固定されて、ビーム形ロードセル21及び梁部22によって、上下方向に微小移動が可能な状態で、2点支持されている。 Similarly, two screw holes Th are also formed in the vicinity of the other end of the second connecting portion 43 in the longitudinal direction. The second connecting portion 43 has a spacer (not shown) similar to the spacer 51 sandwiched between the second connecting portion 43 and the beam portion 22 from above and below, via the screw T and the screw hole Th. It is fixed near the other end 22sf (free end). That is, the mounting plate 4 is fixed to the free end of the beam-type load cell 21 in the vicinity of one corner portion of the bottom surface 41b of the rectangular recess 41 and the beam portion 22 in the vicinity of the diagonal portion of the bottom surface 41b of the recess 41. It is fixed to the free end and is supported at two points by a beam-type load cell 21 and a beam portion 22 in a state in which a minute movement is possible in the vertical direction.
 変形例の荷重検出器200も、第1実施形態の荷重検出器100と同様に使用することができる。 The modified load detector 200 can also be used in the same manner as the load detector 100 of the first embodiment.
 変形例の荷重検出器200においても、上記実施形態の荷重検出器100と同様の効果を得ることができる。 Also in the load detector 200 of the modified example, the same effect as the load detector 100 of the above embodiment can be obtained.
 更に変形例の荷重検出器200においては、載置板4は凹部41を有しており、更に凹部41が、ビーム形ロードセル21と梁部22との離間距離よりも幅が小さい底面41bを有している。この形状により、載置板4は上方からの荷重に対してたわみにくいため、荷重検出器200は、載置板4のたわみの影響を荷重検出器100よりも更に小さくすることができる。 Further, in the load detector 200 of the modified example, the mounting plate 4 has a concave portion 41, and the concave portion 41 has a bottom surface 41 b whose width is smaller than the separation distance between the beam-type load cell 21 and the beam portion 22. is doing. Due to this shape, the mounting plate 4 is less likely to bend with respect to a load from above, so that the load detector 200 can further reduce the influence of the deflection of the mounting plate 4 than the load detector 100.
 更に変形例の荷重検出器200においては、ビーム形ロードセル21と保持領域CAとの間、及び梁部22と保持領域CAとの間にそれぞれ載置板4の凹部41の側面41sが配置されている。したがって保持領域CAに載置されるキャスターCT等とビーム形ロードセル21、梁部22との衝突が防止される。 Furthermore, in the load detector 200 of the modified example, the side surface 41s of the concave portion 41 of the mounting plate 4 is disposed between the beam-type load cell 21 and the holding area CA and between the beam portion 22 and the holding area CA. Yes. Accordingly, collision between the caster CT and the like placed in the holding area CA, the beam-type load cell 21 and the beam portion 22 is prevented.
 変形例の荷重検出器200においては、載置板4を支持するビーム形ロードセル21と梁部22とが、載置板4の凹部41の底面41bの両側に配置されている。したがって計測対象がベッド上の被験者であり、載置板4にはベッドの脚部BL(図3)の下端部に取り付けられた移動用のキャスターCTが載置される場合には、キャスターCTは、ビーム形ロードセル21と梁部22との間の載置板4にビーム形ロードセル21及び梁部22のいずれにも干渉することなく進入することができる。すなわちキャスターCTの載置板4への進入は、ビーム形ロードセル21の自由端側あるいは梁部22の自由端側のいずれからでも可能である。また、載置板4にはスロープ44、45が設けられているので、キャスターCTをスロープ44又はスロープ45を用いて容易に底面41b上に載置することができる。載置されたキャスターCTは、スロープ44の端面44aとスロープ45の端面45aとによって長手方向の移動が抑制され、凹部41の側面41sによって幅方向の移動が抑制される。 In the modified load detector 200, the beam-type load cell 21 and the beam portion 22 that support the mounting plate 4 are disposed on both sides of the bottom surface 41 b of the concave portion 41 of the mounting plate 4. Therefore, when the subject to be measured is the subject on the bed and the moving caster CT attached to the lower end of the bed leg BL (FIG. 3) is placed on the placing plate 4, the caster CT is Thus, it is possible to enter the mounting plate 4 between the beam-type load cell 21 and the beam portion 22 without interfering with either the beam-type load cell 21 or the beam portion 22. That is, the caster CT can enter the mounting plate 4 from either the free end side of the beam-type load cell 21 or the free end side of the beam portion 22. Further, since the mounting plate 4 is provided with the slopes 44 and 45, the caster CT can be easily mounted on the bottom surface 41 b using the slope 44 or the slope 45. The caster CT placed is restrained from moving in the longitudinal direction by the end surface 44 a of the slope 44 and the end surface 45 a of the slope 45, and is restrained from moving in the width direction by the side surface 41 s of the recess 41.
 次に、図7、図8を参照して第1実施形態の他の変形例の荷重検出器300について説明する。変形例の荷重検出器300は、第1基部11、第2基部12、ビーム形ロードセル21、梁部22を備える点は第1実施形態の荷重検出器100と同一であるが、平板状の載置板3に代えて、壁部54を備え切欠部Nを画成する載置板(載置部)5を備える点、及び第2基部12に固定されたガイド部材6を備える点が第1実施形態の荷重検出器100と異なる。 Next, a load detector 300 according to another modification of the first embodiment will be described with reference to FIGS. The load detector 300 of the modified example is the same as the load detector 100 of the first embodiment in that the first base portion 11, the second base portion 12, the beam-type load cell 21, and the beam portion 22 are provided. The point which is provided with the guide member 6 fixed to the 2nd base 12 and the point provided with the mounting board (mounting part) 5 which replaces with the mounting plate 3, and comprises the wall part 54 and defines the notch part N is the 1st. Different from the load detector 100 of the embodiment.
 図7、図8に示す荷重検出器300の構成のうち、第1基部11、第2基部12、ビーム形ロードセル21、梁部22については、第1実施形態の第1基部11、第2基部12、ビーム形ロードセル21、梁部22とそれぞれ同一であるため説明を省略する。 Among the configurations of the load detector 300 shown in FIGS. 7 and 8, the first base 11, the second base 12, the beam-type load cell 21, and the beam 22 are the first base 11 and the second base of the first embodiment. 12, the beam-type load cell 21 and the beam portion 22 are the same as each other, and the description thereof is omitted.
 載置板5は、載置板3と同様に検出対象が載置される部材であり、平板状の本体部51と、本体部51から第1基部11側に突出する第1連結部52と、本体部51から第2基部12側に突出する第2連結部53と、壁部54とを有する。壁部54は、本体部51の上面から直立するように形成されている。 The mounting plate 5 is a member on which a detection target is mounted in the same manner as the mounting plate 3, and includes a flat plate-like main body portion 51 and a first connecting portion 52 that protrudes from the main body portion 51 toward the first base portion 11. The second connecting portion 53 protrudes from the main body portion 51 toward the second base portion 12 side, and the wall portion 54. The wall portion 54 is formed so as to stand upright from the upper surface of the main body portion 51.
 本体部51は、ビーム形ロードセル21、梁部22の延在方向(長手方向)に長い矩形状の矩形部51rと、矩形部51rの長辺方向の一端部から長辺方向に突出する一対の突出部51pとを有する。一対の突出部51pは、矩形部51rの短辺方向の両端部近傍に設けられており、一対の突出部51pと矩形部51rの一方の短辺により切欠部Nが画成されている。 The main body 51 has a rectangular shape 51r that is long in the extending direction (longitudinal direction) of the beam-shaped load cell 21 and the beam 22 and a pair of protrusions protruding in the long side direction from one end of the long side direction of the rectangular portion 51r. And a protrusion 51p. The pair of projecting portions 51p is provided in the vicinity of both ends in the short side direction of the rectangular portion 51r, and a cutout portion N is defined by one short side of the pair of projecting portions 51p and the rectangular portion 51r.
 第1連結部52は、一対の突出部51pの一方から、第1基部11側に突出している。第1連結部52には2つのねじ穴Thが形成されており、第1連結部52は、ねじT及びねじ穴Thを介してビーム形ロードセル21の起歪体21sの他端部21sf(自由端)近傍の下面21sdに固定されている。 The first connecting portion 52 protrudes from the one of the pair of protruding portions 51p toward the first base portion 11 side. Two screw holes Th are formed in the first connecting portion 52, and the first connecting portion 52 is connected to the other end portion 21sf (freely) of the strain body 21s of the beam-type load cell 21 via the screw T and the screw hole Th. It is fixed to the lower surface 21sd in the vicinity of the end.
 第2連結部53は、矩形部51rの突出部51pが設けられた一端部とは反対側の端部から、第2基部12側に突出している。第2連結部53には2つのねじ穴Thが形成されており、第2連結部53は、ねじT及びねじ穴Thを介して梁部22の他端部22sf(自由端)近傍の下面22sdに固定されている。 The second connecting portion 53 protrudes toward the second base portion 12 from the end opposite to the one end where the protruding portion 51p of the rectangular portion 51r is provided. Two screw holes Th are formed in the second connecting portion 53, and the second connecting portion 53 has a lower surface 22sd in the vicinity of the other end 22sf (free end) of the beam portion 22 through the screw T and the screw hole Th. It is fixed to.
 壁部54は平面視コ字状(略U字状)であり、本体部51の矩形部51rの長辺方向に沿って延びる一対の長壁部54l(図8)と、本体部51の矩形部51rの短辺方向に沿って延び、一対の長壁部54lを繋ぐ短壁部54s(図8)とを含む。一対の長壁部54lはそれぞれ、本体部51上において、突出部51pの全域と矩形部51rの大部分にわたって延在している。 The wall portion 54 is U-shaped in plan view (substantially U-shaped), a pair of long wall portions 54l (FIG. 8) extending along the long side direction of the rectangular portion 51r of the main body portion 51, and the rectangular portion of the main body portion 51. It includes a short wall portion 54s (FIG. 8) that extends along the short side direction of 51r and connects the pair of long wall portions 54l. Each of the pair of long wall portions 54l extends on the main body 51 over the entire region of the protruding portion 51p and most of the rectangular portion 51r.
 本体部51の矩形部51rの上面中央の、壁部54と切欠部Nとに囲まれた領域には、平面視が略矩形の凹部(移動規制部)55(図8)が設けられている。凹部55の中心は、平面視において、第1連結部52の中央部と第2連結部53の中央部とを結ぶ対角線上にほぼ位置している。 A recess (movement restricting portion) 55 (FIG. 8) having a substantially rectangular shape in plan view is provided in a region surrounded by the wall portion 54 and the cutout portion N in the center of the upper surface of the rectangular portion 51r of the main body portion 51. . The center of the recess 55 is substantially located on a diagonal line connecting the central portion of the first connecting portion 52 and the central portion of the second connecting portion 53 in plan view.
 ガイド部材6は、くさび形(又は三角柱形)の部材であり、キャスターCT等の転動体を床面から載置板5上へと案内する傾斜面(スロープ)61を有する。ガイド部材6は、傾斜面61と直交する側面から延びる連結部62を介して、第2基部12の平板部12aに固定され、載置板5の下方で第1基部11と第2基部12との間に位置している。ガイド部材6の傾斜面61は、平面視において、載置板5が画成する切欠部Nの内部に位置している。傾斜面61の下側端部は、ビーム形ロードセル21が延在する長手方向において、ビーム形ロードセル21の他端部(自由端)21sfと梁部22の他端部(自由端)22sfとの間に位置している。すなわちガイド部材6は、長手方向において、ビーム形ロードセル21及び梁部22の寸法内に収まっている。 The guide member 6 is a wedge-shaped (or triangular prism-shaped) member, and has an inclined surface (slope) 61 that guides rolling elements such as casters CT from the floor surface onto the mounting plate 5. The guide member 6 is fixed to the flat plate portion 12a of the second base portion 12 via a connecting portion 62 extending from a side surface orthogonal to the inclined surface 61, and below the mounting plate 5, the first base portion 11 and the second base portion 12 Located between. The inclined surface 61 of the guide member 6 is located inside the notch N defined by the mounting plate 5 in plan view. The lower end portion of the inclined surface 61 is formed between the other end portion (free end) 21sf of the beam load cell 21 and the other end portion (free end) 22sf of the beam portion 22 in the longitudinal direction in which the beam load cell 21 extends. Located between. That is, the guide member 6 is within the dimensions of the beam-type load cell 21 and the beam portion 22 in the longitudinal direction.
 本変形例は、載置板5が傾斜面61を有するガイド部材6と独立に変位する点で第1実施形態と異なる。具体的には、載置板5は、傾斜面(スロープ)61に独立して変位可能である。ガイド部材6は、傾斜面61の下側端部と第1基部11、第2基部12の下面とが略同一平面上に位置するように第2基部12に固定されており、荷重検出器300を床面に設置した時には、ガイド部材6の傾斜面61の下側端部は床面に接触する。載置板5はガイド部材6と独立に変位するので、傾斜面61が床面に接触していても荷重計測には影響がない。 This modification is different from the first embodiment in that the mounting plate 5 is displaced independently of the guide member 6 having the inclined surface 61. Specifically, the mounting plate 5 can be displaced independently of the inclined surface (slope) 61. The guide member 6 is fixed to the second base portion 12 so that the lower end portion of the inclined surface 61 and the lower surfaces of the first base portion 11 and the second base portion 12 are located on substantially the same plane, and the load detector 300. Is installed on the floor surface, the lower end of the inclined surface 61 of the guide member 6 contacts the floor surface. Since the mounting plate 5 is displaced independently of the guide member 6, even if the inclined surface 61 is in contact with the floor surface, the load measurement is not affected.
 また、本変形例においては、傾斜面61の高さは、第1基部11、第2基部12の下面と載置板5の上面との間の距離に略等しい。したがって、本変形例の荷重検出器300においては、ガイド部材6の傾斜面61の上側端部と載置板5の上面とは略同一平面上に位置しており、傾斜面61上を転動して傾斜面61の上側端部に至ったキャスターCTは容易に載置板5の上面に渡ることができる。 In the present modification, the height of the inclined surface 61 is substantially equal to the distance between the lower surfaces of the first base portion 11 and the second base portion 12 and the upper surface of the mounting plate 5. Therefore, in the load detector 300 of the present modification, the upper end portion of the inclined surface 61 of the guide member 6 and the upper surface of the mounting plate 5 are located on substantially the same plane and roll on the inclined surface 61. Thus, the caster CT reaching the upper end of the inclined surface 61 can easily cross the upper surface of the mounting plate 5.
 変形例の荷重検出器300も、第1実施形態の荷重検出器100と同様に使用することができ、第1実施形態の荷重検出器100と同様の効果を得ることができる。 The modified load detector 300 can also be used in the same manner as the load detector 100 of the first embodiment, and the same effect as the load detector 100 of the first embodiment can be obtained.
 更に変形例の荷重検出器300においては、ガイド部材6の傾斜面61を用いて、キャスターCT等の転動体を、床面から載置板5の上面まで容易にガイドすることができる。 Furthermore, in the load detector 300 of the modified example, it is possible to easily guide the rolling elements such as casters CT from the floor surface to the upper surface of the mounting plate 5 by using the inclined surface 61 of the guide member 6.
 また変形例の荷重検出器300においては、載置板5が切欠部Nを画成し、平面視において切欠部Nの内部にガイド部材6が配置されている。また、傾斜面61の下側端部は、ビーム形ロードセル21が延在する長手方向において、ビーム形ロードセル21の他端部(自由端)21sfと梁部22の他端部(自由端)22sfとの間に位置している。したがって、ガイド部材6及び傾斜面61が、長手方向においてビーム形ロードセル21、梁部22の外側に突出しておらず、コンパクトである。 Further, in the load detector 300 of the modified example, the mounting plate 5 defines the notch portion N, and the guide member 6 is disposed inside the notch portion N in plan view. Further, the lower end portion of the inclined surface 61 has the other end portion (free end) 21sf of the beam-type load cell 21 and the other end portion (free end) 22sf of the beam portion 22 in the longitudinal direction in which the beam-type load cell 21 extends. Is located between. Therefore, the guide member 6 and the inclined surface 61 do not protrude outside the beam-type load cell 21 and the beam portion 22 in the longitudinal direction, and are compact.
 また変形例の荷重検出器300においては、載置板5の本体部51の上面に壁部54が設けられている。したがって、凹部55に載置されるキャスターCT等の転動体とビーム形ロードセル21、梁部22との衝突が防止される。 Further, in the load detector 300 of the modified example, a wall portion 54 is provided on the upper surface of the main body portion 51 of the mounting plate 5. Therefore, collision between the rolling elements such as casters CT placed in the recess 55 and the beam-type load cell 21 and the beam portion 22 is prevented.
 本変形例の荷重検出器300において、次の変形態様を採用することもできる。 In the load detector 300 of this modification, the following modification can be adopted.
 本変形例の荷重検出器300において、ガイド部材6は必ずしも第2基部12に固定されている必要はなく、第1基部11に固定されていてもよく、第1基部11と第2基部12の両方に固定されていてもよい。また、ガイド部材6は、長手方向においてビーム形ロードセル21、梁部22の外側に突出するように配置されていてもよい。その他、ガイド部材6は、載置板5がガイド部材6に接触しておらず、ガイド部材6に対して独立して移動可能になるよう、任意の部材に対して、任意の方法で固定され得る。またガイド部材6は必ずしも取り外し不可能な状態で第2基部12等に固定される必要はなく、着脱可能であってもよい。 In the load detector 300 of this modification, the guide member 6 does not necessarily have to be fixed to the second base 12, and may be fixed to the first base 11, and the first base 11 and the second base 12 It may be fixed to both. Further, the guide member 6 may be disposed so as to protrude outside the beam-type load cell 21 and the beam portion 22 in the longitudinal direction. In addition, the guide member 6 is fixed to an arbitrary member by an arbitrary method so that the mounting plate 5 is not in contact with the guide member 6 and can move independently with respect to the guide member 6. obtain. Further, the guide member 6 is not necessarily fixed to the second base 12 or the like in a non-removable state, and may be detachable.
 本変形例の荷重検出器300において、ガイド部材6はくさび形でなくてもよい。ガイド部材6は例えば傾斜面(スロープ)を有する平板状であってもよい。また、傾斜面(スロープ)の傾斜角は一定でなくてもよく、キャスターCT等の転動体の進行方向に沿って変化していてもよい。 In the load detector 300 of this modification, the guide member 6 may not be wedge-shaped. The guide member 6 may be a flat plate having an inclined surface (slope), for example. Further, the inclination angle of the inclined surface (slope) may not be constant, and may change along the traveling direction of the rolling elements such as casters CT.
 本変形例の荷重検出器300において、載置板5の形状は任意である。載置板5は必ずしも壁部54を有さなくてもよく、載置板5の本体部51は突出部51pを有さなくてもよい。本体部51が突出部51pを有さない場合は、第1連結部52は本体部51の矩形部51rから突出し得る。または、壁部54を有する載置板5において本体部51の突出部51pを省略することもできる。この場合は、第1連結部52を壁部54の長壁部54lに設けてもよい。なお、載置板5がどのような形状であっても、凹部55を設ける場合は、平面視において第1連結部52と第2連結部53とを結ぶ線上に設けることが望ましいが、必須ではない。載置板5に代えて、載置板4のように湾曲した形状の載置部を用いることもできる。 In the load detector 300 of this modification, the shape of the mounting plate 5 is arbitrary. The mounting plate 5 does not necessarily have the wall portion 54, and the main body portion 51 of the mounting plate 5 does not have to have the protruding portion 51p. When the main body portion 51 does not have the protruding portion 51p, the first connecting portion 52 can protrude from the rectangular portion 51r of the main body portion 51. Alternatively, the protruding portion 51p of the main body 51 can be omitted from the mounting plate 5 having the wall 54. In this case, the first connecting portion 52 may be provided on the long wall portion 54 l of the wall portion 54. In addition, it is desirable to provide the concave portion 55 on the line connecting the first connecting portion 52 and the second connecting portion 53 in a plan view, although the mounting plate 5 has any shape. Absent. Instead of the mounting plate 5, a mounting portion having a curved shape such as the mounting plate 4 can be used.
 なお、上記の実施形態及び変形例の荷重検出器100、200、300は、載置板3、4、5に加えられる荷重の大きさ(即ち、載置板3、4、5に載置された被験体の重量)ではなく、載置板3、4、5に加えられる荷重の時間的変動のみを検知するように構成されていてもよい。本明細書及び本発明においては、「荷重検出器」とは、載置板に載置された被験体の重量は計測せず、その時間的な変動量のみを算出するよう構成された装置も含む。また、「荷重検出」とは、荷重の絶対値ではなく荷重の時間的な変動量のみを検出することも含む。 The load detectors 100, 200, and 300 of the above-described embodiments and modifications are placed on the placement plates 3, 4, and 5 (that is, placed on the placement plates 3, 4, and 5). It may be configured to detect not only the weight of the subject) but also the temporal variation of the load applied to the mounting plates 3, 4, 5. In the present specification and the present invention, the “load detector” is an apparatus configured not to measure the weight of the subject placed on the placing plate but to calculate only the temporal variation amount. Including. In addition, “load detection” includes not only the absolute value of the load but also detecting only the temporal fluctuation amount of the load.
 なお、上記の実施形態の及び変形例の荷重検出器100、200、300において、梁部22は、ビーム形ロードセル21の起歪体21sと異なる材料で形成されていてもよく、異なる形状であってもよい。例えば、梁部22は貫通孔hを有さない角柱であってもよく、荷重検出器100、200、300の長手方向に延びる長手の平板であってもよい。なお、起歪体21sのばね定数と梁部22のばね定数とを同一とし、載置板3、4、5の中央部に被験体が載置された時に起歪体21sに生じるひずみの量と梁部22に生じるひずみの量とを同一としてもよい。これにより、ビーム形ロードセル21の検出値に基づいて被験体の重量を求める演算が容易となる。ばね定数は起歪体21s、梁部22の材質と形状に基づいて決定されるため、例えば起歪体21sと梁部22の材質及び形状が同一であれば起歪体21sと梁部22とのばね定数は等しくなるが、両者のばね定数を同一とする方法はこれには限られない。 In the load detectors 100, 200, and 300 of the above-described embodiments and modifications, the beam portion 22 may be formed of a material different from that of the strain body 21 s of the beam-type load cell 21 and has a different shape. May be. For example, the beam portion 22 may be a prism without the through hole h, or may be a long flat plate extending in the longitudinal direction of the load detectors 100, 200, 300. Note that the amount of strain generated in the strain body 21s when the spring constant of the strain body 21s and the spring constant of the beam portion 22 are the same and the subject is placed at the center of the placement plates 3, 4, and 5 is used. And the amount of strain generated in the beam portion 22 may be the same. Thereby, the calculation which calculates | requires the weight of a test subject based on the detected value of the beam-type load cell 21 becomes easy. Since the spring constant is determined based on the material and shape of the strain body 21s and the beam portion 22, for example, if the material and shape of the strain body 21s and the beam portion 22 are the same, the strain body 21s and the beam portion 22 However, the method of making the spring constants of both the same is not limited to this.
 なお、上記の実施形態及び変形例において、第1基部11の平板部11a、第2基部12の平板部12aの長手方向の長さは任意である。また平板部11aと平板部12aの一方又は両方を省略することも可能である。 In addition, in said embodiment and modification, the length of the longitudinal direction of the flat plate part 11a of the 1st base 11 and the flat plate part 12a of the 2nd base 12 is arbitrary. One or both of the flat plate portion 11a and the flat plate portion 12a can be omitted.
 なお、上記の実施形態及び変形例では、第1基部11と第2基部12とは互いに独立した別個の部品であったがこれには限られない。第1基部11と第2基部12とは一体であってよく、例えば平板部11aと平板部12aとは、載置板3の下方で延在する平板によって連結されていてもよい。 In addition, in said embodiment and modification, although the 1st base 11 and the 2nd base 12 were separate components mutually independent, it is not restricted to this. The first base portion 11 and the second base portion 12 may be integrated. For example, the flat plate portion 11a and the flat plate portion 12a may be connected by a flat plate extending below the mounting plate 3.
 なお、上記の実施形態及び変形例では、ビーム形ロードセル21、梁部22を、ねじTによって第1基部11、第2基部12に固定していたがこれには限られない。ビーム形ロードセル21、梁部22の第1基部11、第2基部12への固定は、ボルトやリベットを用いて行ってもよく、溶接によって行ってもよい。 In the above-described embodiment and modification, the beam-type load cell 21 and the beam portion 22 are fixed to the first base portion 11 and the second base portion 12 with the screws T, but this is not limitative. Fixing the beam-type load cell 21 and the beam portion 22 to the first base portion 11 and the second base portion 12 may be performed using bolts or rivets, or may be performed by welding.
 なお、上記の実施形態及び変形例では、ビーム形ロードセル21の第1基部11への取り付けを、支持台部11bの頂面11btと起歪体21sの下面21sdとを接触させた状態で行っているがこれには限られない。ビーム形ロードセル21の第1基部11への取り付けは、例えば、支持台部11bの前面と起歪体21sの長手方向の端面とを接触させた状態で行ってもよい。梁部22の第2基部12への取り付けも同様である。 In the embodiment and the modification described above, the beam-type load cell 21 is attached to the first base portion 11 with the top surface 11bt of the support base portion 11b and the lower surface 21sd of the strain body 21s in contact with each other. However, it is not limited to this. The beam-type load cell 21 may be attached to the first base portion 11 with the front surface of the support base portion 11b and the longitudinal end surface of the strain generating body 21s in contact with each other, for example. The same applies to the attachment of the beam portion 22 to the second base portion 12.
 なお、上記の実施形態及び変形例では、ビーム形ロードセル21と梁部22とは平行に対向していたが、ビーム形ロードセル21と梁部22とは、5°程度より小さい角度を有して対向していてもよい。 In the above embodiment and modification, the beam-type load cell 21 and the beam portion 22 face each other in parallel, but the beam-type load cell 21 and the beam portion 22 have an angle smaller than about 5 °. You may face each other.
 なお、上記の実施形態及び変形例では、ビーム形ロードセル21の起歪体21sにはひずみゲージ21gが2つ取り付けられていたが、、起歪体21sに取り付けられるひずみゲージ21gの数は1つでもよく、3つ以上であってもよい。 In the embodiment and the modification described above, two strain gauges 21g are attached to the strain body 21s of the beam-type load cell 21, but the number of strain gauges 21g attached to the strain body 21s is one. It may be three or more.
 なお、上記の実施形態及び変形例では、載置板3、4、5の第1連結部32、42、52は、ビーム形ロードセル21の起歪体21sの他端部21sf近傍に取り付けられていた。しかしこれには限られず、載置板3、4、5の第1連結部32、42、52は、ビーム形ロードセル21の起歪体21sの長手方向中央よりも他端部21sf側(自由端側)に取り付けれられていればよい。また、載置板3、4、5の第1連結部32、42、52を、ビーム形ロードセル21の起歪体21sの薄肉部21thよりも自由端側の任意の位置に取り付けることもできる。 In the embodiment and the modification described above, the first connecting portions 32, 42, 52 of the mounting plates 3, 4, 5 are attached in the vicinity of the other end portion 21 sf of the strain body 21 s of the beam-type load cell 21. It was. However, the present invention is not limited to this, and the first connecting portions 32, 42, 52 of the mounting plates 3, 4, 5 are on the other end 21 sf side (free end) from the longitudinal center of the strain-generating body 21 s of the beam-type load cell 21. It may be attached to the side). Further, the first connecting portions 32, 42, 52 of the mounting plates 3, 4, 5 can be attached at an arbitrary position on the free end side than the thin portion 21 th of the strain body 21 s of the beam-type load cell 21.
 なお、上記の実施形態及び変形例では、載置板3、載置板4、載置板5をねじTによって第1ロードセル21、第2ロードセル22に固定していたがこれには限られない。載置板3、載置板4、載置板5の第1ロードセル21、第2ロードセル22への固定は、ボルトやリベットを用いて行ってもよく、溶接によって行ってもよい。 In addition, in said embodiment and modification, although the mounting board 3, the mounting board 4, and the mounting board 5 were being fixed to the 1st load cell 21 and the 2nd load cell 22 with the screw T, it is not restricted to this. . The mounting plate 3, the mounting plate 4, and the mounting plate 5 may be fixed to the first load cell 21 and the second load cell 22 by using bolts or rivets, or may be performed by welding.
 なお、上記の実施形態では、載置板3の第1、第2連結部32、33は本体部31の長手方向の両端部に形成されていたがこれには限られない。第1、第2連結部32、33は、本体部31(又は載置板3)の長手方向において、長手方向中央を挟んでそれぞれ反対側に設けられていればよい。 In the above-described embodiment, the first and second connecting portions 32 and 33 of the mounting plate 3 are formed at both ends in the longitudinal direction of the main body 31, but are not limited thereto. The 1st, 2nd connection parts 32 and 33 should just be provided in the other side on both sides of the longitudinal direction center in the longitudinal direction of the main-body part 31 (or mounting plate 3).
 なお、上記の実施形態及び変形例では、載置板3、載置板5の第1連結部32、52は水平方向に延在する平板部として形成されていたが、第1連結部32、52を長手方向に直交して垂直方向に延在する平板部を含む形状とすることも可能である。この場合は、載置板3、載置板5のビーム形ロードセル21への取り付けは、垂直方向に延在する平板部の一面とビーム形ロードセル21の起歪体21sの長手方向の端面とを接触させた状態で行う。載置板3、載置板5の第2連結部33、53についても同様である。 In addition, in said embodiment and modification, although the 1st connection parts 32 and 52 of the mounting board 3 and the mounting board 5 were formed as a flat plate part extended in a horizontal direction, the 1st connection part 32, It is also possible to make 52 into a shape including a flat plate portion extending in the vertical direction perpendicular to the longitudinal direction. In this case, the mounting plate 3 and the mounting plate 5 are attached to the beam-type load cell 21 with one surface of the flat plate portion extending in the vertical direction and the end surface in the longitudinal direction of the strain body 21s of the beam-type load cell 21. Perform in contact. The same applies to the mounting plate 3 and the second connecting portions 33 and 53 of the mounting plate 5.
 なお、上記の実施形態では、載置板3の本体部31の長手方向の長さがビーム形ロードセル21、梁部22の長手方向の長さと同一であったが、これには限られない。載置板3の本体部31は、ビーム形ロードセル21、梁部22よりも短くてもよく、長くてもよい。 In the above embodiment, the length in the longitudinal direction of the main body portion 31 of the mounting plate 3 is the same as the length in the longitudinal direction of the beam-type load cell 21 and the beam portion 22, but is not limited thereto. The main body 31 of the mounting plate 3 may be shorter or longer than the beam-type load cell 21 and the beam 22.
 なお、上記の変形例では、載置板4の第1、第2連結部42、43のビーム形ロードセル21、梁部22への取り付けを、凹部41の底面41bの長手方向の両端部近傍で行っていたがこれには限られない。第1、第2連結部42、43のビーム形ロードセル21、梁部22への取り付けは、凹部41の底面41b(又は載置板4)の長手方向において、長手方向中央を挟んだそれぞれ反対側で行われていればよい。 In the above modification, the first and second connecting portions 42 and 43 of the mounting plate 4 are attached to the beam-type load cell 21 and the beam portion 22 in the vicinity of both ends in the longitudinal direction of the bottom surface 41 b of the recess 41. I went there, but it is not limited to this. The first and second connecting portions 42 and 43 are attached to the beam-type load cell 21 and the beam portion 22 in the longitudinal direction of the bottom surface 41b (or the mounting plate 4) of the concave portion 41 and opposite to each other across the longitudinal center. If it is done in.
 なお、上記の変形例において、載置板4の第1、第2連結部42、43の端部に、長手方向に直交して垂直方向に延在する平板部を設けても良い。この場合は、載置板4のビーム形ロードセル21、梁部22への取り付けは、垂直方向に延在する平板部の一面とビーム形ロードセル21の起歪体21s、梁部22の長手方向の端面とを接触させ、且つ第1、第2連結部42、43の下面と起歪体21s、22sの上面との間に所定の間隔を設けた状態で行う。第1連結部42、43と起歪体21s、22sとの間にスペーサを配置してもよいし、配置しなくてもよい。 In the above-described modification, flat plate portions that extend in the vertical direction perpendicular to the longitudinal direction may be provided at the ends of the first and second connecting portions 42 and 43 of the mounting plate 4. In this case, the mounting plate 4 is attached to the beam-type load cell 21 and the beam portion 22 in the longitudinal direction of one surface of the flat plate portion extending in the vertical direction, the strain body 21 s of the beam-type load cell 21, and the beam portion 22. The process is performed in a state where the end surfaces are brought into contact with each other and a predetermined gap is provided between the lower surfaces of the first and second connecting portions 42 and 43 and the upper surfaces of the strain generating bodies 21s and 22s. A spacer may or may not be disposed between the first connecting portions 42 and 43 and the strain generating bodies 21s and 22s.
 なお、上記の変形例では、載置板4の長手方向の長さがビーム形ロードセル21、梁部22の長手方向の長さと同一であったが、これには限られない。載置板4は、ビーム形ロードセル21、梁部22よりも短くてもよく、長くてもよい。 In the above modification, the length of the mounting plate 4 in the longitudinal direction is the same as the length of the beam-type load cell 21 and the beam portion 22 in the longitudinal direction, but the present invention is not limited to this. The mounting plate 4 may be shorter or longer than the beam-type load cell 21 and the beam portion 22.
 なお、上記の実施形態の荷重検出器100及び変形例の荷重検出器300において、載置板3、載置板5をビーム形ロードセル21の起歪体21sの上面21st、及び梁部22の上面22stに固定してもよい。 In the load detector 100 of the above embodiment and the load detector 300 of the modified example, the mounting plate 3 and the mounting plate 5 are the upper surface 21st of the strain body 21s of the beam-type load cell 21 and the upper surface of the beam portion 22. It may be fixed to 22st.
 なお、上記の変形例の荷重検出器200において、載置板4をビーム形ロードセル21の起歪体21sの下面21sd、及び梁部22の下面22sdに固定してもよい。 In the load detector 200 of the above-described modification, the mounting plate 4 may be fixed to the lower surface 21 sd of the strain body 21 s of the beam-type load cell 21 and the lower surface 22 sd of the beam portion 22.
 なお、上記の実施形態の荷重検出器100において、載置板3のスロープ34又はスロープ35の一方又は両方を省略してもよい。一方のスロープを省略した場合には、載置板3の本体部31のスロープを有さない端部に、キャスターCT等が通過できないように略垂直の壁を形成してもよい。同様に、上記の変形例の荷重検出器200においても、載置板4のスロープ44又はスロープ45の一方又は両方を省略してもよい。一方のスロープを省略した場合には、載置板4の凹部41のスロープを有さない端部に、底面41bと側面41sとに接続された略垂直の壁を形成してもよい。 In the load detector 100 of the above embodiment, one or both of the slope 34 and the slope 35 of the mounting plate 3 may be omitted. When one slope is omitted, a substantially vertical wall may be formed at the end of the main body 31 of the mounting plate 3 that does not have a slope so that the caster CT or the like cannot pass. Similarly, in the load detector 200 of the above-described modified example, one or both of the slope 44 and the slope 45 of the mounting plate 4 may be omitted. When one slope is omitted, a substantially vertical wall connected to the bottom surface 41b and the side surface 41s may be formed at the end portion of the mounting plate 4 that does not have the slope.
 なお、上記の実施形態の荷重検出器100において、載置板3に凹部36が形成されていなくてもよい。 In the load detector 100 of the above-described embodiment, the recess 36 may not be formed on the mounting plate 3.
 なお、上記の実施形態の荷重検出器100において、第1基部11と第1連結部32との間のギャップ(隙間)をコントロールすることによって、ビーム形ロードセル21に過負荷が掛らないようにしても良い。ここで、ギャップコントロールとは、例えば、支持台部11bの高さを低くし、第1連結部32の厚みを大きくし、且つ/又は平板部11aを長手方向へ延長して第1連結部32と対向させ、以てビーム形ロードセル21をその限界負荷を超えて歪まないよう制限すること(すなわち、ストッパ機構)を意味する。 In the load detector 100 of the above-described embodiment, the beam load cell 21 is prevented from being overloaded by controlling the gap (gap) between the first base portion 11 and the first connecting portion 32. May be. Here, the gap control refers to, for example, reducing the height of the support base 11b, increasing the thickness of the first connecting part 32, and / or extending the flat plate part 11a in the longitudinal direction, thereby extending the first connecting part 32. This means that the beam-type load cell 21 is restricted so as not to be distorted beyond its limit load (that is, a stopper mechanism).
 同様に、上記の変形例の荷重検出器300においても、第1基部11と第1連結部52との間のギャップコントロールによって、ビーム形ロードセル21に過負荷が掛らないようにしても良い。 Similarly, in the load detector 300 of the above modification, the beam-type load cell 21 may not be overloaded by the gap control between the first base portion 11 and the first connecting portion 52.
<第2実施形態>
 第2実施形態の荷重検出システム500について、図9を参照して説明する。
Second Embodiment
A load detection system 500 according to the second embodiment will be described with reference to FIG.
 荷重検出システム500は、4つの荷重検出器100と、制御器CONTを主に有する。4つの荷重検出器100と制御器CONTとは配線で接続されている。 The load detection system 500 mainly includes four load detectors 100 and a controller CONT. The four load detectors 100 and the controller CONT are connected by wiring.
 荷重検出システム500を使用する際には、4つの荷重検出器100の載置板3の上に、ベッドBDの4本の脚に取り付けられたキャスターCTをそれぞれ載置する(図9)。これにより、4つの荷重検出器100の各々は、ベッドBDの脚を介して加えられるベッドBD上の被験者の荷重の一部を検出する。 When using the load detection system 500, the casters CT attached to the four legs of the bed BD are placed on the placement plates 3 of the four load detectors 100 (FIG. 9). Thereby, each of the four load detectors 100 detects a part of the test subject's load on the bed BD applied via the leg of the bed BD.
 4つの荷重検出器100に接続された制御器CONTは、各荷重検出器100のビーム形ロードセル21からの出力をそれぞれ所定倍(一例として2倍)した後に足し合わせ、ベッドBD上の被験者の体重を求める。また制御器CONTによってその他の任意の処理を行ってもよい。例えば、ビーム形ロードセル21からの出力に基づいて、ベッドBD上の被験者の重心位置及びその変動の様子を算出してもよい。ベッドBD上の被験者の重心位置は、4つ荷重検出器100の4つビーム形ロードセル21の4つの出力値の絶対値には依存せず、4つの出力値の相対的な大小関係のみに基づいて算出されるため、荷重検出器100は、ベッドBD上の被験者の体重を求めることなく、被検者の重心位置とその変動の様子のみを算出してもよい。 The controller CONT connected to the four load detectors 100 adds the outputs from the beam-type load cells 21 of the respective load detectors 100 by a predetermined number (two times as an example), and adds them together to determine the weight of the subject on the bed BD. Ask for. Further, any other processing may be performed by the controller CONT. For example, based on the output from the beam-type load cell 21, the position of the center of gravity of the subject on the bed BD and how it fluctuates may be calculated. The position of the center of gravity of the subject on the bed BD does not depend on the absolute values of the four output values of the four beam load cells 21 of the four load detectors 100, but is based only on the relative magnitude relationship of the four output values. Therefore, the load detector 100 may calculate only the position of the center of gravity of the subject and how it fluctuates without obtaining the weight of the subject on the bed BD.
 本実施形態の荷重検出システム500は、第1実施形態の荷重検出器100を使用しているため、第1実施形態の荷重検出器100と同様の効果を得ることができる。特に、本実施形態の荷重検出システム500は、製造コストの安い荷重検出器100を用いて、ベッドBD上の被験者の重心位置及びその変動を高精度に算出できる点が有利である。 Since the load detection system 500 of the present embodiment uses the load detector 100 of the first embodiment, the same effect as the load detector 100 of the first embodiment can be obtained. In particular, the load detection system 500 of the present embodiment is advantageous in that the position of the center of gravity of the subject on the bed BD and its variation can be calculated with high accuracy using the load detector 100 with a low manufacturing cost.
 なお、本実施形態の荷重検出システムにおいて、荷重検出器100の数は4つには限られず、3つ以下でもよく、5つ以上でもよい。また荷重検出器100に代えて変形例の荷重検出器200、300を用いることもできる。 In the load detection system of the present embodiment, the number of load detectors 100 is not limited to four, and may be three or less, or five or more. In place of the load detector 100, modified load detectors 200 and 300 may be used.
 なお、本実施形態の荷重検出システムは、キャスターCTではなく、ベッドBDの脚を直接荷重検出器100の載置板3に載置して使用することもできる。またベッドの脚が上下に2分割されている場合には、荷重検出器100の第1、第2基部11、12を分割された脚のうちの下部脚の上方に配置し、載置板3上に上部脚を載置して被験者の荷重を検出することもできる。本明細書において「ベッドの脚に荷重検出器を配置する」とは、キャスターCTの下に荷重検出器を配置する場合、ベッドBDの脚の下に直接荷重検出器を配置する場合、上部脚と下部脚の間に荷重検出器を配置する場合を含むものとする。 It should be noted that the load detection system of the present embodiment can be used by placing the leg of the bed BD directly on the placement plate 3 of the load detector 100 instead of the caster CT. In addition, when the bed leg is vertically divided into two, the first and second bases 11 and 12 of the load detector 100 are arranged above the lower leg of the divided legs, and the mounting plate 3 It is also possible to detect the subject's load by placing the upper leg on the top. In this specification, “place a load detector on the leg of the bed” means that when the load detector is placed under the caster CT, when the load detector is placed directly under the leg of the bed BD, Including a case where a load detector is disposed between the lower leg and the lower leg.
 なお、本実施形態の荷重検出システムにおいて、荷重検出器100からの出力を、配線ではなく無線により制御器CONTに送信してもよい。また制御器CONTには、制御器CONTによって求められた荷重を表示するための表示器や、求められた荷重に基づいて所定の報知を行うための報知機が接続されていてもよい。 In the load detection system of this embodiment, the output from the load detector 100 may be transmitted to the controller CONT by radio instead of wiring. The controller CONT may be connected to a display for displaying the load determined by the controller CONT and an alarm for performing predetermined notification based on the determined load.
 本発明の特徴を維持する限り、本発明は上記実施の形態に限定されるものではなく、本発明の技術的思想の範囲内で考えられるその他の形態についても、本発明の範囲内に含まれる。 As long as the characteristics of the present invention are maintained, the present invention is not limited to the above embodiments, and other forms conceivable within the scope of the technical idea of the present invention are also included in the scope of the present invention. .
 本発明の荷重検出器及び荷重検出システムはベッド等の重量物の荷重検出に好適に用いることができ、且つ製造コストが抑制されている。したがって、病院や介護施設等における荷重検出に基づく患者や被介護者の管理の普及を促し、医療や介護の質の向上に貢献することができる。 The load detector and load detection system of the present invention can be suitably used for load detection of heavy objects such as beds, and the manufacturing cost is suppressed. Therefore, it is possible to promote the spread of management of patients and care recipients based on load detection in hospitals, care facilities, etc., and contribute to improving the quality of medical care and care.
11 第1基部,12 第2基部,21 ビーム形ロードセル,22 梁部,3、4、5 載置部,5 スペーサ,100、200、300 荷重検出器,500 荷重検出システム,BD ベッド,CT キャスター 11 1st base, 12 2nd base, 21 beam type load cell, 22 beam part, 3, 4, 5 mounting part, 5 spacer, 100, 200, 300 load detector, 500 load detection system, BD bed, CT caster

Claims (13)

  1.  第1支持台上で片持ち支持されることによって自由端を有するビーム形ロードセルと、
     前記ビーム形ロードセルと対向して配置され、第2支持台上で片持ち支持されることによって自由端を有する梁部と、
     物体が載置される載置部であって、前記ビーム形ロードセルに連結される第1連結部と前記梁部に連結される第2連結部とを有し、前記ビーム形ロードセルと前記梁部の間に設けられた載置部とを備える荷重検出器であって、
     前記ビーム形ロードセルが延在する方向において、前記梁部の前記自由端は、前記ビーム形ロードセルの前記自由端とは反対側に位置しており、
     前記載置部の第1連結部は、前記ビーム形ロードセルと前記ビーム形ロードセルの前記自由端側で連結され、前記載置部の第2連結部は前記梁部と前記梁部の前記自由端側で連結されている荷重検出器。
    A beam-type load cell having a free end by being cantilevered on a first support;
    A beam portion disposed opposite to the beam-type load cell and having a free end by being cantilevered on a second support base;
    A placement part on which an object is placed, comprising: a first connection part connected to the beam-type load cell; and a second connection part connected to the beam part; the beam-type load cell and the beam part A load detector comprising a mounting portion provided between the two,
    In the direction in which the beam-type load cell extends, the free end of the beam portion is located on the opposite side of the free end of the beam-type load cell;
    The first connecting part of the mounting part is connected to the beam-type load cell on the free end side of the beam-type load cell, and the second connecting part of the mounting part is connected to the free end of the beam part and the beam part. Load detector connected on the side.
  2.  前記ビーム形ロードセルと前記梁部とが平行に配置されている請求項1に記載の荷重検出器。 The load detector according to claim 1, wherein the beam-type load cell and the beam portion are arranged in parallel.
  3.  前記ビーム形ロードセルの前記自由端と前記第2支持台とが、前記ビーム形ロードセルの延在方向において略同一の位置にあり、前記梁部の前記自由端と前記第1支持台とが、前記ビーム形ロードセルの延在方向において略同一の位置にある請求項2に記載の荷重検出器。 The free end of the beam-type load cell and the second support base are at substantially the same position in the extending direction of the beam-type load cell, and the free end of the beam portion and the first support base are The load detector according to claim 2, wherein the load detector is at substantially the same position in the extending direction of the beam-type load cell.
  4.  前記ビーム形ロードセルは起歪体を含み、前記載置部は、前記起歪体及び前記梁部の下面に取り付けられた平板状の本体部を含む請求項1~3のいずれか一項に記載の荷重検出器。 The beam-type load cell includes a strain body, and the mounting portion includes a plate-like main body portion attached to the bottom surface of the strain body and the beam portion. Load detector.
  5.  前記ビーム形ロードセルは起歪体を含み、前記載置部は、前記起歪体及び前記梁部の上面に取り付けられた曲板であり、前記曲板は、前記ビーム形ロードセルと前記梁部との間に、前記ビーム形ロードセルと略平行に延在するU溝を画成している請求項1~3のいずれか一項に記載の荷重検出器。 The beam-type load cell includes a strain body, and the mounting portion is a curved plate attached to the top surface of the strain body and the beam portion, and the curved plate includes the beam-type load cell, the beam portion, and The load detector according to any one of claims 1 to 3, wherein a U-groove extending substantially in parallel with the beam-type load cell is defined therebetween.
  6.  前記荷重検出器は、床面に配置され、前記載置部を上下方向に変位させて前記載置部の上に載置された前記物体の荷重を検出する荷重検出器であり、
     前記載置部に固定されたスロープであって、前記載置部の変位時に、前記床面と前記スロープの下側端部とが上下方向において離間しているスロープを更に備える請求項1~5のいずれか一項に記載の荷重検出器。
    The load detector is a load detector that is disposed on the floor and detects the load of the object placed on the placement unit by displacing the placement unit in the vertical direction.
    A slope fixed to the placing portion, further comprising a slope in which the floor surface and the lower end portion of the slope are separated in the vertical direction when the placing portion is displaced. The load detector according to any one of the above.
  7.  前記スロープは、前記ビーム形ロードセルの延在方向の両端側に設けられている請求項6に記載の荷重検出器。 The load detector according to claim 6, wherein the slope is provided at both ends of the beam-type load cell in the extending direction.
  8.  前記第1支持台又は前記第2支持台の少なくとも一方に固定されたスロープを更に備え、前記載置部は前記スロープに独立して変位可能である請求項1~5のいずれか一項に記載の荷重検出器。 6. The apparatus according to claim 1, further comprising a slope fixed to at least one of the first support base or the second support base, wherein the mounting portion is displaceable independently of the slope. Load detector.
  9.  前記荷重検出器は、床面に配置され、前記載置部を上下方向に変位させて前記載置部の上に載置された前記物体の荷重を検出する荷重検出器であり、
     前記荷重検出器が前記床面に配置された状態において、前記スロープの下側端部が前記床面に接触する請求項8に記載の荷重検出器。
    The load detector is a load detector that is disposed on the floor and detects the load of the object placed on the placement unit by displacing the placement unit in the vertical direction.
    The load detector according to claim 8, wherein a lower end portion of the slope contacts the floor surface in a state where the load detector is disposed on the floor surface.
  10.  前記載置部は、中央部に設けられた移動規制部を有する請求項1~9のいずれか一項に記載の荷重検出器。 The load detector according to any one of claims 1 to 9, wherein the placement unit includes a movement restricting unit provided in a central part.
  11.  前記第1支持台と前記第2支持台とが一体に形成されている請求項1~10のいずれか一項に記載の荷重検出器。 The load detector according to any one of claims 1 to 10, wherein the first support base and the second support base are integrally formed.
  12.  前記荷重検出器は、キャスター付ベッドの上の被験者の荷重を検出する荷重検出器であって、前記載置部は前記キャスターが載置される載置部である請求項1~11のいずれか一項に記載の荷重検出器。 The load detector is a load detector that detects a load of a subject on a bed with casters, and the placement unit is a placement unit on which the casters are placed. The load detector according to one item.
  13.  ベッドの上の被験者の荷重を検出する荷重検出システムであって、
     ベッドの脚に配置された、請求項1~12のいずれか一項に記載された複数の荷重検出器と、
     前記複数の荷重検出器に接続され、前記荷重検出器の出力に基づいて前記被験者の荷重を算出する制御部とを有する荷重検出システム。
    A load detection system for detecting the load of a subject on a bed,
    A plurality of load detectors according to any one of the preceding claims, arranged on a bed leg;
    A load detection system having a control unit connected to the plurality of load detectors and calculating the load of the subject based on the output of the load detectors.
PCT/JP2017/029435 2016-08-19 2017-08-16 Load detector and load detection system WO2018034303A1 (en)

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JPH11223546A (en) * 1998-02-04 1999-08-17 Matsushita Refrig Co Ltd Presence/absence detector
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US3949822A (en) * 1974-09-30 1976-04-13 Jerry L. McCauley Vehicle wheel weighing system
JPS5793220A (en) * 1980-11-29 1982-06-10 Toshiba Corp Preparation of load cell
JPS57149421U (en) * 1981-03-17 1982-09-20
US4775018A (en) * 1987-02-03 1988-10-04 Kroll William P Load cell assembly
US5086856A (en) * 1990-11-20 1992-02-11 Flintab Ab Method and apparatus for weighing a wheel supported load
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JPH11223546A (en) * 1998-02-04 1999-08-17 Matsushita Refrig Co Ltd Presence/absence detector
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021081421A (en) * 2019-11-01 2021-05-27 ミネベア インテック ボーヴェンデン ゲーエムベーハー ウント ツェーオー カーゲー Scale
JP7478078B2 (en) 2019-11-01 2024-05-02 ミネベア インテック ボーヴェンデン ゲーエムベーハー ウント ツェーオー カーゲー Scale

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