WO2022024409A1 - Casing frame structure and method for assembling casing frame - Google Patents

Casing frame structure and method for assembling casing frame Download PDF

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Publication number
WO2022024409A1
WO2022024409A1 PCT/JP2020/043633 JP2020043633W WO2022024409A1 WO 2022024409 A1 WO2022024409 A1 WO 2022024409A1 JP 2020043633 W JP2020043633 W JP 2020043633W WO 2022024409 A1 WO2022024409 A1 WO 2022024409A1
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WO
WIPO (PCT)
Prior art keywords
frame
vertical
depth
width direction
depth direction
Prior art date
Application number
PCT/JP2020/043633
Other languages
French (fr)
Japanese (ja)
Inventor
洋 城市
暢祐 宇埜
卓也 西岡田
Original Assignee
富士電機株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 富士電機株式会社 filed Critical 富士電機株式会社
Priority to CN202080091111.1A priority Critical patent/CN114901955A/en
Publication of WO2022024409A1 publication Critical patent/WO2022024409A1/en

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B12/00Jointing of furniture or the like, e.g. hidden from exterior
    • F16B12/44Leg joints; Corner joints
    • F16B12/50Metal corner connections
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02BBOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
    • H02B1/00Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
    • H02B1/26Casings; Parts thereof or accessories therefor
    • H02B1/30Cabinet-type casings; Parts thereof or accessories therefor
    • HELECTRICITY
    • H05ELECTRIC TECHNIQUES NOT OTHERWISE PROVIDED FOR
    • H05KPRINTED CIRCUITS; CASINGS OR CONSTRUCTIONAL DETAILS OF ELECTRIC APPARATUS; MANUFACTURE OF ASSEMBLAGES OF ELECTRICAL COMPONENTS
    • H05K7/00Constructional details common to different types of electric apparatus
    • H05K7/18Construction of rack or frame

Definitions

  • the present invention relates to a housing frame structure and a housing frame assembly method.
  • the switchboard and control panel are configured by accommodating electrical equipment inside the housing, and when the size of the housing is small, a rivet frame with low manufacturing cost and short lead time is adopted as shown in Reference 1. Will be done.
  • the bottom frame and top frame that make up the housing are manufactured by bending a single steel plate.
  • An object of the present invention is to improve workability and suppress an increase in cost by ensuring sufficient strength in a housing frame structure without welding even if it is large.
  • a width frame extending in the width direction in the lateral direction and a fastener extending in the depth direction in the lateral direction, one end of which is fastened to one end of the width direction frame.
  • a vertical frame that is joined via fasteners to a depth frame that extends vertically and one end of which is joined to one end of the width frame and one end of the depth frame via fasteners.
  • One side is provided with a reinforcing member joined to one end of the width direction frame via a fastener, and the other side is joined to a depth direction frame via a fastener.
  • the housing frame assembly method when one end of a width frame extending in the width direction in the lateral direction and one end of the depth direction frame extending in the depth direction in the lateral direction are joined. After joining the joining pieces formed on both sides in the depth direction and the vertical direction by superimposing them on top of each other and joining them via fasteners, and joining one end of the width direction frame and one end of the depth direction frame. , When joining one end of the vertical frame extending in the vertical direction and one end of the width direction frame, the joining pieces formed on both sides in the depth direction and the vertical direction are overlapped with each other through a fastener.
  • the joining pieces formed on both sides along the width direction and the vertical direction are overlapped and passed through the fastener.
  • one side of the reinforcing member When joining one end of the frame in the width direction, the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via a fastener, and are joined to the other side of the reinforcing member in the width direction.
  • the step of superimposing the joining pieces formed on both sides along the width direction and the depth direction and joining them via a fastener is included.
  • the width direction frame, the depth direction frame, and the vertical direction frame are joined via fasteners, and the connection between the width direction frame and the depth direction frame is reinforced by a reinforcing member. ..
  • workability can be improved and cost increase can be suppressed by ensuring sufficient strength without welding even if the size is large.
  • FIG. 1 is a perspective view of a housing frame structure.
  • an inverter board is assumed here, but it can also be used as a control board, a distribution board, a distribution board, etc. for storing various electric devices such as an outer box of a cubicle type high-voltage power receiving facility. Is also applicable. In particular, it is suitable for a large housing frame structure in which the dimensions in the width direction and the depth direction are approximately 1,000 mm or more.
  • the housing frame structure 11 is formed in a substantially rectangular parallelepiped by combining a width direction frame 12, a depth direction frame 13, and a vertical direction frame 14. That is, it includes four width-direction frames 12 extending along the width direction, four depth-direction frames 13 extending along the depth direction, and four vertical-direction frames 14 extending along the vertical direction.
  • the vertical frame 14 is the longest and the depth frame 13 is the shortest.
  • One end of the width direction frame 12, one end of the depth direction frame 13, and one end of the vertical direction frame 14 are all joined via rivets (fasteners).
  • a reinforcing member 15 for improving strength is joined to each corner where the width direction frame 12, the depth direction frame 13, and the vertical direction frame 14 intersect. Therefore, there are a total of eight reinforcing members 15, all of which are joined via rivets.
  • the bottom frame 16 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. Is formed.
  • the top frame 17 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. There is. The four corners of the bottom frame 16 and the top frame 17 are joined to each other via four vertical frames 14.
  • the width direction frame 12, the depth direction frame 13, the vertical direction frame 14, and the reinforcing member 15 are all formed by bending one steel plate by a bender, and the plate thickness of each steel plate is substantially uniform. And.
  • FIG. 2 is a perspective view showing one end of a frame in the width direction.
  • FIG. 3 is a projection drawing showing one end of the widthwise frame.
  • FIG. 3A is a view of the width direction frame 12 as viewed from the inside in the depth direction.
  • FIG. 3B is a view of the widthwise frame 12 as viewed from the inside in the vertical direction.
  • FIG. 3C is a diagram showing a BB cross section of the widthwise frame 12.
  • FIG. 3D is a diagram showing a CC cross section of the widthwise frame 12.
  • the width direction frame 12 is formed by bending a single steel plate into a substantially square cylinder shape, and has a vertical outer portion 21, a depth outer portion 22, a width direction outer portion 23, and a depth direction inner portion. 24 and a vertical inner portion 25 are provided.
  • the vertical outer portion 21 is a plate portion along the width direction and the depth direction, and in the case of the width direction frame 12 constituting the bottom frame 16, it is grounded to the floor surface.
  • the outer portion 22 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 21 in the vertical direction at a right angle from the outer end portion in the depth direction toward the inner side in the vertical direction.
  • the outer portion 23 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending the outer portion 22 in the depth direction at a right angle from the outer end portion in the width direction toward the inside in the depth direction.
  • the vertical dimension of the outer portion 23 in the width direction is substantially equal to the vertical dimension of the outer portion 22 in the depth direction.
  • the dimension in the depth direction of the outer portion 23 in the width direction is shorter than the dimension in the depth direction in the outer portion 21 in the vertical direction.
  • the inner portion 24 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the depth direction to the inner side in the vertical direction in the outer portion 21 in the vertical direction.
  • the inner portion 24 in the depth direction is not formed in the range of L1 from the tip end in the width direction in the outer portion 21 in the vertical direction.
  • the vertical dimension of the inner portion 24 in the depth direction is shorter than the vertical dimension of the outer portion 22 in the depth direction.
  • the vertical inner portion 25 is a plate portion along the width direction and the depth direction, and is formed by bending at a right angle from the inner end portion in the vertical direction to the inner side in the depth direction in the outer portion 22 in the depth direction.
  • the depth dimension of the vertical inner portion 25 is shorter than the depth dimension of the vertical outer portion 21.
  • Two through holes 26 arranged in the vertical direction are formed inside the outer portion 23 in the width direction in the depth direction.
  • a rivet is inserted into the through hole 26 when the through hole 26 is joined to the depth direction frame 13.
  • Two through holes 27 arranged in the vertical direction are formed on the outer side in the depth direction of the outer portion 23 in the width direction.
  • a rivet is inserted into the through hole 27 when joining the vertical frame 14. Therefore, the outer portion 23 in the width direction becomes a joint piece with the depth direction frame 13 and a joint piece with the vertical direction frame 14.
  • One through hole 28 is formed on the outer side in the width direction of the outer portion 21 in the vertical direction.
  • a rivet is inserted into the through hole 28 when joining the reinforcing member 15. Therefore, the outer side in the width direction of the outer portion 21 in the vertical direction is a joint piece with the reinforcing member 15.
  • the outside of the through hole 28 in the vertical direction is countersunk.
  • FIG. 4 is a perspective view showing one end of the depth direction frame.
  • FIG. 5 is a projection drawing showing one end of the depth direction frame.
  • FIG. 5A is a view of the depth direction frame 13 as viewed from the inside in the width direction.
  • FIG. 5B is a view of the depth direction frame 13 as viewed from the inside in the vertical direction.
  • FIG. 5 (c) is a diagram showing a DD cross section of the depth direction frame 13.
  • FIG. 5D is a diagram showing an EE cross section of the depth direction frame 13.
  • the depth direction frame 13 is formed by bending a single steel plate into a substantially square cylinder shape, and includes a vertical outer portion 31, a width direction outer portion 32, a depth direction outer portion 33, and a protruding piece 34. , A widthwise inner portion 35 and a vertical inner portion 36.
  • the vertical outer portion 31 is a plate portion along the depth direction and the width direction, and in the case of the depth direction frame 13 constituting the bottom frame 16, it is grounded to the floor surface.
  • the outer portion 32 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the outer end portion in the width direction to the inner side in the vertical direction in the outer portion 31 in the vertical direction.
  • the vertical dimension of the widthwise outer portion 32 is substantially equal to the vertical dimension of the depth direction outer portion 22 of the widthwise frame 12.
  • the outer portion 33 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 32 in the width direction at a right angle from the outer end portion in the depth direction toward the inside in the width direction.
  • the vertical dimension of the outer portion 33 in the depth direction is substantially equal to the vertical dimension of the outer portion 32 in the width direction.
  • the width direction dimension in the depth direction outer portion 33 is shorter than the width direction dimension in the vertical direction outer portion
  • the projecting piece 34 is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the width direction to the outer side in the depth direction in the outer portion 33 in the depth direction.
  • the inner portion 35 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the width direction to the inner side in the vertical direction in the outer portion 31 in the vertical direction.
  • the inner portion 35 in the width direction is not formed in the range of L2 from the tip in the depth direction in the outer portion 31 in the vertical direction.
  • the vertical dimension in the widthwise inner portion 35 is shorter than the vertical dimension in the widthwise outer portion 32.
  • the vertical inner portion 36 is a plate portion along the depth direction and the width direction, and is formed by bending at a right angle from the inner end portion in the vertical direction to the inner side in the width direction in the outer portion 32 in the width direction.
  • the widthwise dimension in the vertical inner portion 36 is shorter than the widthwise dimension in the vertical outer portion 31.
  • the protruding piece 34 is formed with two through holes 37 arranged in the vertical direction.
  • the pitch of the through hole 37 is the same as the pitch of the through hole 26 formed in the outer side portion 23 in the width direction of the width direction frame 12.
  • a rivet is inserted into the through hole 37 when joining the frame 12 in the width direction. Therefore, the protruding piece 34 becomes a joining piece with the widthwise frame 12.
  • Three through holes 38 arranged in the vertical direction are formed in the outer portion 33 in the depth direction.
  • a rivet is inserted into the through hole 38 when joining the vertical frame 14. Therefore, the outer portion 33 in the depth direction serves as a joint piece with the frame 14 in the vertical direction.
  • One through hole 39 is formed on the outer side in the depth direction of the outer portion 31 in the vertical direction.
  • a rivet is inserted into the through hole 39 when joining with the reinforcing member 15. Therefore, the outer side in the depth direction of the outer portion 31 in the vertical direction serves as a joint piece with the reinforcing member 15. The outside of the through hole 39 in the vertical direction is countersunk.
  • FIG. 6 is a perspective view showing one end of the vertical frame.
  • FIG. 7 is a projection drawing showing one end of the vertical frame.
  • FIG. 7A is a view of the vertical frame 14 as viewed from the inside in the width direction.
  • FIG. 7B is a view of the vertical frame 14 as viewed from the inside in the depth direction.
  • FIG. 7 (c) is a diagram showing an FF cross section of the vertical frame 14.
  • the vertical frame 14 is formed by bending a single steel plate into a substantially square cylinder shape, and has an outer portion 41 in the width direction, an outer portion 42 in the depth direction, an inner portion 43 in the width direction, and an inner portion in the depth direction. 44 and a vertical outer portion 45 are provided.
  • the outer portion 41 in the width direction is a plate portion along the depth direction and the vertical direction.
  • the dimension in the depth direction of the outer portion 41 in the width direction is substantially equal to the dimension in the depth direction of the outer portion 21 in the vertical direction in the width direction frame 12.
  • the outer portion 42 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 41 in the width direction at a right angle from the outer end portion in the depth direction toward the inside in the width direction.
  • the width direction dimension of the depth direction outer portion 42 is substantially equal to the width direction dimension of the depth direction outer portion 33 in the depth direction frame 13.
  • the inner portion 43 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the width direction to the inner side in the depth direction in the outer portion 42 in the depth direction.
  • the dimension in the depth direction in the inner portion 43 in the width direction is shorter than the dimension in the depth direction in the outer portion 41 in the width direction.
  • the inner portion 44 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 41 in the width direction at a right angle from the inner end portion in the depth direction toward the inner side in the width direction.
  • the width direction dimension in the depth direction inner portion 44 is substantially equal to the width direction dimension in the depth direction outer portion 42.
  • the vertical outer portion 45 is a plate portion along the width direction and the depth direction, and is formed by bending the outer portion 41 in the width direction at a right angle from the outer end portion in the vertical direction toward the inside in the width direction.
  • the vertical outer portion 45 which is the bottom surface side of the vertical frame 14, is grounded to the floor surface.
  • the width direction dimension in the vertical outer portion 45 is substantially equal to the width direction dimension in the depth direction outer portion 42.
  • Two through holes 46 arranged in the vertical direction are formed on the outer side in the vertical direction in the inner portion 43 in the width direction.
  • the pitch of the through holes 46 is the same as the pitch of the through holes 27 formed in the outer side portion 23 in the width direction of the width direction frame 12.
  • a rivet is inserted into the through hole 46 when joining the frame 12 in the width direction. Therefore, the outer side in the vertical direction of the inner portion 43 in the width direction becomes a joint piece with the frame 12 in the width direction.
  • Three through holes 47 arranged in the vertical direction are formed on the outer side in the vertical direction in the inner portion 44 in the depth direction.
  • the pitch of the through hole 47 is the same as the pitch of the through hole 38 formed in the outer portion 33 in the depth direction.
  • a rivet is inserted into the through hole 47 when the through hole 47 is joined to the depth direction frame 13. Therefore, the outer side in the vertical direction in the inner portion 44 in the depth direction is a joint piece with the frame 13 in the depth direction.
  • FIG. 8 is a perspective view showing a reinforcing member.
  • FIG. 9 is a projection drawing showing the reinforcing member.
  • FIG. 9A is a view of the reinforcing member 15 viewed from the inside in the vertical direction.
  • B in the figure is a view of the reinforcing member 15 as viewed from the inside in the width direction.
  • (C) in the figure is a view of the reinforcing member 15 as viewed from the inside in the depth direction.
  • the reinforcing member 15 is formed by bending a single steel plate, and has a vertical outer portion 51, a depth direction outer portion 52, a depth direction inner portion 53, a width direction inner portion 54, and a vertical outer side. A portion 55 and an outer portion 56 in the width direction are provided.
  • the outer portion 51 in the vertical direction is a plate portion along the width direction and the depth direction.
  • the dimension in the width direction of the outer portion 51 in the vertical direction is shorter than the length of L1 in which the inner portion 24 in the depth direction is not formed in the width direction frame 12.
  • the dimension in the depth direction of the outer portion 51 in the vertical direction is substantially equal to the dimension in the depth direction of the outer portion 21 in the vertical direction in the width direction frame 12.
  • the outer portion 52 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 51 in the vertical direction at a right angle from the outer end portion in the depth direction toward the inner side in the vertical direction.
  • the vertical dimension of the depth direction outer portion 52 is shorter than the vertical dimension of the depth direction outer portion 22 in the width direction frame 12.
  • the inner portion 53 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the depth direction to the inner side in the vertical direction in the outer portion 51 in the vertical direction.
  • the vertical dimension of the inner portion 53 in the depth direction is longer than the vertical dimension of the outer portion 52 of the depth direction, and is substantially equal to the vertical dimension of the inner portion 24 of the depth direction in the width direction frame 12.
  • the inner portion 54 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending the inner portion 53 in the depth direction at a right angle from the outer end portion in the width direction toward the inside in the depth direction.
  • the vertical dimension of the widthwise inner portion 54 is substantially equal to the vertical dimension of the depth direction inner portion 53 and the vertical dimension of the widthwise inner portion 35 of the depth direction frame 13.
  • the outer portion 55 in the vertical direction is a plate portion along the width direction and the depth direction.
  • the dimension in the depth direction of the outer portion 55 in the vertical direction is shorter than the length of L2 in which the inner portion 35 in the width direction is not formed in the depth direction frame 13.
  • the widthwise dimension of the vertical outer portion 55 is substantially equal to the widthwise dimension of the vertical outer portion 31 of the depth frame 13.
  • the outer portion 56 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the outer end portion in the width direction to the inner side in the vertical direction in the outer portion 55 in the vertical direction.
  • the vertical dimension of the widthwise outer portion 56 is shorter than the vertical dimension of the widthwise outer portion 32 of the depth frame 13, and shorter than the vertical dimension of the widthwise inner portion 54.
  • One through hole 57 is formed in the outer portion 51 in the vertical direction. A rivet is inserted into the through hole 57 when joining the frame 12 in the width direction. Therefore, the outer portion 51 in the vertical direction serves as a joint piece with the frame 12 in the width direction.
  • One through hole 58 is formed in the outer portion 55 in the vertical direction. A rivet is inserted into the through hole 58 when the through hole 58 is joined to the depth direction frame 13. Therefore, the outer portion 55 in the vertical direction serves as a joint piece with the frame 13 in the depth direction.
  • FIG. 10 is a diagram showing a bottom frame and a top frame.
  • the bottom frame 16 and the top frame 17 are assembled. That is, the bottom frame 16 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. Further, the top frame 17 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other.
  • the four corners of the bottom frame 16 and the top frame 17 are joined to each other via the four vertical frames 14, and the reinforcing member 15 is joined to each corner to complete the housing frame structure 11.
  • the vertical frame 14 When joining the vertical frame 14 to the bottom frame 16 or the top frame 17, it is desirable that the vertical frame 14 is laid down and the bottom frame 16 or the top frame 17 is raised.
  • one corner of the bottom frame 16 shown by A in the figure will be focused on, and the assembly method will be described in detail.
  • the other corners also have different orientations such as being flipped up and down or left and right, but they have basically the same configuration, so detailed description will be omitted.
  • FIG. 11 is a diagram showing a state in which the width direction frame and the depth direction frame are joined.
  • one end of the width direction frame 12 and one end of the depth direction frame 13 are joined.
  • the joining pieces formed on both sides along the depth direction and the vertical direction are overlapped and joined via the rivet 61 (fastener). That is, the inner side in the depth direction in which the two through holes 26 are formed in the outer side portion 23 in the width direction in the width direction frame 12, and the protruding piece 34 in which the two through holes 37 are formed in the depth direction frame 13 are formed. Overlay.
  • the rivet 61 is inserted from the inside in the width direction into each of the overlapped through holes 26 and 37, and the outer end portion in the width direction of the rivet 61 is crimped and firmly adhered by using a special fastening tool.
  • the width direction frame 12 and the depth direction frame 13 are joined.
  • the vertical outer side portion 21 of the width direction frame 12 and the vertical outer side portion 31 of the depth direction frame 13 are flush with each other in the vertical direction outer end faces.
  • FIG. 12 is a diagram showing a state in which vertical frames are joined. After joining one end of the width direction frame 12 and one end of the depth direction frame 13, one end of the vertical direction frame 14 and one end of the width direction frame 12 are joined. In this step, the joining pieces formed on both sides along the depth direction and the vertical direction are overlapped and joined via the rivet 62 (fastener). That is, the outer side in the depth direction in which two through holes 27 are formed in the outer portion 23 in the width direction in the width direction frame 12, and the inner portion 43 in the width direction in which two through holes 46 are formed in the vertical frame 14. , Overlay.
  • the rivet 62 is inserted from the inside in the width direction into each of the overlapped through hole 27 and the through hole 46, and the outer end portion in the width direction of the rivet 62 is crimped and firmly adhered by using a special fastening tool.
  • the width direction frame 12 and the vertical direction frame 14 are joined.
  • the vertical outer side portion 21 of the width direction frame 12 and the vertical outer side portion 45 of the vertical direction frame 14 are flush with each other in the vertical direction outer end faces.
  • one end of the vertical direction frame 14 and one end of the depth direction frame 13 are joined.
  • the joining pieces formed on both sides along the width direction and the vertical direction are overlapped and joined via the rivet 63 (fastener). That is, the outer portion 33 in the depth direction in which the three through holes 38 of the depth direction frame 13 are formed and the inner portion 44 in the depth direction in which the three through holes 47 of the vertical frame 14 are formed are overlapped with each other.
  • the rivet 63 is inserted into each of the overlapped through holes 38 and 47 from the inside in the depth direction, and the outer end portion of the rivet 63 in the depth direction is crimped and firmly adhered using a dedicated fastening tool.
  • the depth direction frame 13 and the vertical direction frame 14 are joined.
  • the vertical outer side portion 31 of the depth direction frame 13 and the vertical outer side portion 45 of the vertical direction frame 14 are flush with each other in the vertical direction outer end faces.
  • the rivet 63 it is desirable to use a rivet for a structure that can obtain high shear, high tension, and high crimping, and a round head type is used here.
  • the arrangement of the rivet 61 in the depth direction is set so that the outer end portion of the rivet 63 in the depth direction does not interfere with the outer end portion of the rivet 61 in the width direction.
  • FIG. 13 is a diagram showing a state in which the reinforcing members are joined. After joining one end of the vertical frame 14 and one end of the width frame 12, and joining one end of the vertical frame 14 and one end of the depth frame 13, one side of the reinforcing member 15 and the width Join one end of the directional frame 12. In this step, the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via the rivet 64 (fastener). That is, the vertical outer portion 21 in which one through hole 28 in the width direction frame 12 is formed and the vertical outer portion 51 in which one through hole 57 in the reinforcing member 15 is formed are overlapped with each other.
  • the rivet 64 is inserted from the outside in the vertical direction into each of the overlapped through hole 28 and the through hole 57, and the inner end portion in the vertical direction of the rivet 64 is crimped and firmly adhered by using a dedicated fastening tool.
  • This joins the widthwise frame 12 and the reinforcing member 15.
  • the depth direction outer portion 52 of the reinforcing member 15 and the depth direction outer portion 22 of the width direction frame 12 come into surface contact with each other to perform positioning in the depth direction.
  • the inner portion 53 in the depth direction of the reinforcing member 15 and the inner portion 24 in the depth direction of the width direction frame 12 are flush with each other on the inner end faces in the depth direction.
  • a countersunk type is used as the rivet 64.
  • the other side and the depth of the reinforcing member 15 Joins one end of the directional frame 13.
  • the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via the rivet 65. That is, the vertical outer portion 31 in which one through hole 39 in the depth direction frame 13 is formed and the vertical outer portion 55 in which one through hole 58 in the reinforcing member 15 is formed are overlapped with each other.
  • the rivet 65 is inserted from the outside in the vertical direction into each of the overlapped through hole 39 and the through hole 58, and the inner end portion in the vertical direction of the rivet 65 is crimped and firmly adhered using a dedicated fastening tool.
  • the depth direction frame 13 and the reinforcing member 15 are joined.
  • the widthwise outer portion 56 of the reinforcing member 15 and the widthwise outer portion 32 of the widthwise frame 12 come into surface contact with each other to perform positioning in the width direction.
  • the widthwise inner portion 54 of the reinforcing member 15 is inside the widthwise inner portion 35 of the widthwise frame 12 in the width direction.
  • the bottom frame and top frame constituting the housing are generally manufactured by bending a single steel plate and joined by rivets.
  • the steel plate for manufacturing the bottom frame and top frame will be large, so a large vendor that performs bending processing. Is required, which makes production difficult. If a large vendor cannot be used, the bottom frame and top frame will be manufactured separately and then welded, which requires skilled workers and is disadvantageous in terms of lead time and cost.
  • the housing frame structure 11 is configured by the width direction frame 12, the depth direction frame 13, the vertical direction frame 14, and the reinforcing member 15.
  • One end of the depth direction frame 13 is joined to one end of the width direction frame 12 via a rivet 61.
  • One end of the vertical frame 14 is joined to one end of the width frame 12 via rivets 62, and one end of the depth frame 13 is joined to one end of the depth frame 13 via rivets 63.
  • One side of the reinforcing member 15 is joined to one end of the widthwise frame 12 via rivets 64, and the other side of the reinforcing member 15 is joined to the depth direction frame 13 via rivets 65. ..
  • the width direction frame 12, the depth direction frame 13, and the vertical direction frame 14 are each joined via rivets, and the joint between the width direction frame 12 and the depth direction frame 13 is reinforced by the reinforcing member 15. is doing.
  • workability can be improved and cost increase can be suppressed by ensuring sufficient strength without welding even if the size is large.
  • the bottom frame 16 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other.
  • the top frame 17 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. Then, the four corners of the bottom frame 16 and the top frame 17 are joined to each other via four vertical frames 14. This makes it possible to form a cubic housing frame structure 11 having 6 faces, 12 sides, and 8 vertices.
  • the width direction frame 12 and the depth direction frame 13 are joined by superimposing the joining pieces formed on both sides along the depth direction and the vertical direction.
  • highly rigid joining can be performed.
  • the width direction frame 12 and the vertical direction frame 14 are joined by superimposing the joining pieces formed on both sides along the depth direction and the vertical direction.
  • the depth direction frame 13 and the vertical direction frame 14 are joined by superimposing the joining pieces formed on both sides along the width direction and the vertical direction.
  • the reinforcing member 15 and the width direction frame 12 are joined by superimposing the joining pieces formed on both sides along the width direction and the depth direction. Further, the other side of the reinforcing member 15 and the depth direction frame 13 are joined by superimposing the joining pieces formed on both sides along the width direction and the depth direction. With such a simple structure, highly rigid joining can be performed. Further, the width direction frame 12, the depth direction frame 13, the vertical direction frame 14, and the reinforcing member 15 are all formed by bending. Therefore, it is advantageous in terms of production lead time and yield. Further, the housing frame structure 11 has dimensions of approximately 1,000 mm or more in each of the width direction and the depth direction. As described above, by ensuring sufficient strength without welding even if the size is large, workability can be improved and an increase in cost can be suppressed.
  • the assembly method of one embodiment includes the following steps. First, when joining one end of the width direction frame 12 and one end of the depth direction frame 13, the joining pieces formed on both sides along the depth direction and the vertical direction are overlapped and joined via the rivet 61. do. Then, when joining one end of the vertical frame 14 and one end of the width frame 12, the joining pieces formed on both sides in the depth direction and the vertical direction are superposed and joined via the rivet 62. do. Then, when joining one end of the vertical frame 14 and one end of the depth frame 13, the joining pieces formed on both sides along the width direction and the vertical direction are superposed and joined via the rivet 63. do.
  • the joining pieces formed on both sides along the width direction and the depth direction are superposed and joined via the rivet 64. ..
  • the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via the rivet 65. ..
  • the width direction frame 12, the depth direction frame 13, and the vertical direction frame 14 are each joined via rivets, and the joint between the width direction frame 12 and the depth direction frame 13 is reinforced by the reinforcing member 15. is doing. As a result, workability can be improved and cost increase can be suppressed by ensuring sufficient strength without welding even if the size is large.
  • the order of the steps of joining the vertical frame 14 and the steps of joining the reinforcing member 15 cannot be exchanged. That is, the reinforcing member 15 cannot be joined before the vertical frame 14 is joined. This is because, as shown in FIG. 13, if the rivet 65 is hit first, the fastening tool interferes with the rivet 65, and the rivet 63 located on the outermost side of the rivet 63 in the vertical direction cannot be hit. Is. Therefore, in one embodiment, the vertical frame 14 is joined to both the width direction frame 12 and the depth direction frame 13, and then the reinforcing member 15 is joined to both the width direction frame 12 and the depth direction frame 13. By joining in this order, it is possible to prevent the fastening tools from interfering with each other and securely fasten the rivet 63.
  • FIG. 14 is a diagram showing a vertical frame in a comparative example.
  • FIG. 14A shows a state before fitting the vertical frame 73.
  • FIG. 14B shows a state after the vertical frame 73 is fitted.
  • the bottom frame 71 is formed with a through hole 81 into which a rivet is inserted when the corner bracket 72 is joined.
  • the vertical frame 73 is formed with a notch 82 fitted to the bottom frame 71 and a through hole 83 into which a rivet is inserted when the corner bracket 72 is joined. The circumference of the through hole 83 is drawn.
  • the vertical frame 73 is positioned by fitting the notch 82 to the bottom frame 71.
  • FIG. 15 is a diagram showing a corner bracket in a comparative example.
  • FIG. 15A shows a perspective view of the corner bracket 72.
  • FIG. 15B shows a state in which the corner bracket 72 is joined.
  • the corner bracket 72 is formed with a through hole 84 into which a rivet is inserted when joining with the bottom frame 71, and a through hole 85 into which a rivet is inserted when joining with the vertical frame 73.
  • the circumference of the through hole 85 is drawn.
  • the corner bracket 72 is fitted to the bottom frame 71 and is joined to the bottom frame 71 by a rivet 86 inserted into the through hole 81 and the through hole 84.
  • the vertical frame 73 is joined to the corner bracket 72 by the through hole 83 and the rivet 87 inserted into the through hole 85.
  • the vertical frame 73 is not directly joined to the bottom frame 71, but is indirectly joined via the corner bracket 72. Therefore, for the purpose of improving the joining strength, the vertical frame 73 and the corner bracket 72 are drawn, but a special mold is required for the drawing, which causes an increase in cost.
  • the bonding strength is improved as compared with the configuration of the comparative example. Since the reinforcing member 15 plays a role of reinforcing the bottom frame 16 and the top frame 17 and is not joined to the vertical frame 14, it is not necessary to draw the vertical frame 14 and the reinforcing member 15. Therefore, the increase in cost can be suppressed.
  • rivets are used as fasteners, but the present invention is not limited to this, and screws or bolts and nuts may be used.
  • any fastener such as a rivet, a screw, a bolt and a nut can be used because the workability can be improved without requiring a skilled worker as in welding. This makes it possible to secure a certain joint strength with a relatively simple operation. In addition, it is easier to inspect joints than welding. In particular, rivets are excellent in reliability because they basically do not loosen.
  • the inner portion 53 in the depth direction of the reinforcing member 15 and the inner portion 24 in the depth direction of the width direction frame 12 are in a non-contact state, but the present invention is not limited to this.
  • the vertical outer portion 51, the depth direction outer portion 52, and the depth direction inner portion 53 of the reinforcing member 15 are combined with the vertical outer portion 21, the depth direction outer portion 22, and the depth direction inner portion 24 of the width direction frame 12. It may be fitted. As a result, the contact area of the reinforcing member 15 increases, so that the rigidity can be increased.
  • the widthwise inner portion 54 of the reinforcing member 15 and the widthwise inner portion 35 of the depth direction frame 13 are in a non-contact state, but the present invention is not limited to this.
  • the vertical outer portion 55, the width direction outer portion 56, and the width direction inner portion 54 of the reinforcing member 15 are fitted to the vertical outer portion 31, the width direction outer portion 32, and the width direction inner portion 35 of the depth direction frame 13. You may match. As a result, the contact area of the reinforcing member 15 increases, so that the rigidity can be increased.

Abstract

The present invention comprises: a width direction frame (12) that extends in the width direction; a depth direction frame (13) that extends in the depth direction and one end of which is joined with one end of the width direction frame (12) using rivets (61); a vertical direction frame (14) that extends in the vertical direction and one end of which is joined with the one end of the width direction frame (12) and the one end of the depth direction frame (13) using rivets (62), (63); and a reinforcing member (15) one side of which is joined with the one end of the width direction frame (12) using a rivet (64) and the other side of which is joined with the depth direction frame (13) using a rivet (65).

Description

筐体フレーム構造、筐体フレーム組立方法Housing frame structure, housing frame assembly method
 本発明は、筐体フレーム構造、筐体フレーム組立方法に関するものである。 The present invention relates to a housing frame structure and a housing frame assembly method.
 配電盤や制御盤は、筐体内部に電気機器を収容して構成され、筐体のサイズが小さい場合は、引用文献1に示されるように、製造コストが低く、リードタイムが短いリベットフレームが採用される。筐体を構成する底枠や天枠は、一枚の鋼板に曲げ加工を行なって製作されている。 The switchboard and control panel are configured by accommodating electrical equipment inside the housing, and when the size of the housing is small, a rivet frame with low manufacturing cost and short lead time is adopted as shown in Reference 1. Will be done. The bottom frame and top frame that make up the housing are manufactured by bending a single steel plate.
特開2015-218806号公報JP-A-2015-218806
 筐体のサイズが大きく、幅と奥行きの夫々が概ね1,000mm以上になるような場合は、底枠や天枠を製作するための鋼板が大きくなるので、曲げ加工を行なう大型のベンダが必要となり、製作が困難となる。大型のベンダを使用できない場合は、底枠や天枠を分割して製作し、後から溶接することになるため、熟練した作業者が必要とされ、リードタイムやコストの面で不利となる。
 本発明の目的は、筐体フレーム構造において、大型であっても溶接を行なうことなく十分な強度を確保することで、作業性を高め、コストの増大を抑制することである。
If the size of the housing is large and the width and depth are approximately 1,000 mm or more, the steel plate for manufacturing the bottom frame and top frame will be large, so a large vendor for bending is required. It becomes difficult to manufacture. If a large vendor cannot be used, the bottom frame and top frame will be manufactured separately and then welded, which requires skilled workers and is disadvantageous in terms of lead time and cost.
An object of the present invention is to improve workability and suppress an increase in cost by ensuring sufficient strength in a housing frame structure without welding even if it is large.
 本発明の一態様に係る筐体フレーム構造は、横方向のうち幅方向に延びる幅方向フレームと、横方向のうち奥行方向に延び、一端部が幅方向フレームの一端部に対して締結具を介して接合されている奥行方向フレームと、縦方向に延び、一端部が幅方向フレームの一端部、及び奥行方向フレームの一端部の夫々に対して締結具を介して接合されている縦方向フレームと、一方側が幅方向フレームの一端部に対して締結具を介して接合され、他方側が奥行方向フレームに対して締結具を介して接合されている補強部材と、を備える。 In the housing frame structure according to one aspect of the present invention, a width frame extending in the width direction in the lateral direction and a fastener extending in the depth direction in the lateral direction, one end of which is fastened to one end of the width direction frame. A vertical frame that is joined via fasteners to a depth frame that extends vertically and one end of which is joined to one end of the width frame and one end of the depth frame via fasteners. One side is provided with a reinforcing member joined to one end of the width direction frame via a fastener, and the other side is joined to a depth direction frame via a fastener.
 本発明の他の態様に係る筐体フレーム組立方法は、横方向のうち幅方向に延びる幅方向フレームの一端部と、横方向のうち奥行方向に延びる奥行方向フレームの一端部とを接合する際に、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせて締結具を介して接合する工程と、幅方向フレームの一端部と奥行方向フレームの一端部とを接合した後に、縦方向に延びる縦方向フレームの一端部と、幅方向フレームの一端部とを接合する際に、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせて締結具を介して接合し、且つ縦方向フレームの一端部と、幅方向フレームの一端部とを接合する際に、双方に形成された幅方向及び縦方向に沿った接合片同士を重ね合わせて締結具を介して接合する工程と、縦方向フレームの一端部と幅方向フレームの一端部とを接合し、且つ縦方向フレームの一端部と奥行方向フレームの一端部とを接合した後に、補強部材の一方側と幅方向フレームの一端部とを接合する際に、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせて締結具を介して接合し、且つ補強部材の他方側と幅方向フレームの一端部とを接合する際に、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせて締結具を介して接合する工程と、を含む。 In the housing frame assembly method according to another aspect of the present invention, when one end of a width frame extending in the width direction in the lateral direction and one end of the depth direction frame extending in the depth direction in the lateral direction are joined. After joining the joining pieces formed on both sides in the depth direction and the vertical direction by superimposing them on top of each other and joining them via fasteners, and joining one end of the width direction frame and one end of the depth direction frame. , When joining one end of the vertical frame extending in the vertical direction and one end of the width direction frame, the joining pieces formed on both sides in the depth direction and the vertical direction are overlapped with each other through a fastener. And when joining one end of the vertical frame and one end of the width frame, the joining pieces formed on both sides along the width direction and the vertical direction are overlapped and passed through the fastener. After joining one end of the vertical frame and one end of the width frame, and one end of the vertical frame and one end of the depth frame, one side of the reinforcing member When joining one end of the frame in the width direction, the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via a fastener, and are joined to the other side of the reinforcing member in the width direction. When joining one end portion of the frame, the step of superimposing the joining pieces formed on both sides along the width direction and the depth direction and joining them via a fastener is included.
 本発明によれば、幅方向フレーム、奥行方向フレーム、及び縦方向フレームの夫々を締結具を介して接合しており、且つ幅方向フレームと奥行方向フレームとの接合を補強部材によって補強している。これにより、大型であっても溶接を行なうことなく十分な強度を確保することで、作業性を高め、コストの増大を抑制することができる。 According to the present invention, the width direction frame, the depth direction frame, and the vertical direction frame are joined via fasteners, and the connection between the width direction frame and the depth direction frame is reinforced by a reinforcing member. .. As a result, workability can be improved and cost increase can be suppressed by ensuring sufficient strength without welding even if the size is large.
筐体フレーム構造の斜視図である。It is a perspective view of the housing frame structure. 幅方向フレームの一端部を示す斜視図である。It is a perspective view which shows one end part of the frame in a width direction. 幅方向フレームの一端部を示す投影図である。It is a projection drawing which shows one end of the width direction frame. 奥行方向フレームの一端部を示す斜視図である。It is a perspective view which shows one end part of the depth direction frame. 奥行方向フレームの一端部を示す投影図である。It is a projection drawing which shows one end of the depth direction frame. 縦方向フレームの一端部を示す斜視図である。It is a perspective view which shows one end part of the vertical frame. 縦方向フレームの一端部を示す投影図である。It is a projection drawing which shows one end of the vertical frame. 補強部材を示す斜視図である。It is a perspective view which shows the reinforcing member. 補強部材を示す投影図である。It is a projection drawing which shows a reinforcing member. 底枠及び天枠を示す図である。It is a figure which shows the bottom frame and the top frame. 幅方向フレームと奥行方向フレームとを接合した状態を示す図である。It is a figure which shows the state which joined the width direction frame and the depth direction frame. 縦方向フレームを接合した状態を示す図である。It is a figure which shows the state which joined the vertical frame. 補強部材を接合した状態を示す図である。It is a figure which shows the state which joined the reinforcing member. 比較例における縦方向フレームを示す図である。It is a figure which shows the vertical frame in the comparative example. 比較例におけるコーナブラケットを示す図である。It is a figure which shows the corner bracket in the comparative example.
 以下、本発明の実施形態を図面に基づいて説明する。なお、各図面は模式的なものであって、現実のものとは異なる場合がある。また、以下の実施形態は、本発明の技術的思想を具体化するための装置や方法を例示するものであり、構成を下記のものに特定するものでない。すなわち、本発明の技術的思想は、特許請求の範囲に記載された技術的範囲内において、種々の変更を加えることができる。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. It should be noted that each drawing is a schematic one and may differ from the actual one. In addition, the following embodiments exemplify devices and methods for embodying the technical idea of the present invention, and do not specify the configuration to the following. That is, the technical idea of the present invention can be modified in various ways within the technical scope described in the claims.
《一実施形態》
 《構成》
 以下の説明では、互いに直交する三方向を、便宜的に、幅方向、奥行方向、及び縦方向とする。幅方向及び奥行方向は、横方向(又は水平方向)の二方向であり、縦方向は、上下方向(又は垂直方向)である。なお、幅方向を奥行方向とし、奥行方向を幅方向としてもよい。
 図1は、筐体フレーム構造の斜視図である。
 筐体フレーム構造11としては、ここではインバータ盤を想定しているが、他にもキュービクル式高圧受電設備の外箱等、各種電気機器を収納するための制御盤、分電盤、配電盤等にも適用可能である。特に、幅方向、及び奥行方向の夫々の寸法が概ね1,000mm以上となる大型の筐体フレーム構造に好適である。
<< One Embodiment >>
"composition"
In the following description, the three directions orthogonal to each other are, for convenience, the width direction, the depth direction, and the vertical direction. The width direction and the depth direction are two directions of the horizontal direction (or the horizontal direction), and the vertical direction is the vertical direction (or the vertical direction). The width direction may be the depth direction, and the depth direction may be the width direction.
FIG. 1 is a perspective view of a housing frame structure.
As the housing frame structure 11, an inverter board is assumed here, but it can also be used as a control board, a distribution board, a distribution board, etc. for storing various electric devices such as an outer box of a cubicle type high-voltage power receiving facility. Is also applicable. In particular, it is suitable for a large housing frame structure in which the dimensions in the width direction and the depth direction are approximately 1,000 mm or more.
 筐体フレーム構造11は、幅方向フレーム12と、奥行方向フレーム13と、縦方向フレーム14と、を組み合わせて略直方体に形成されている。すなわち、幅方向に沿って延びる四本の幅方向フレーム12と、奥行方向に沿って延びる四本の奥行方向フレーム13と、縦方向に沿って延びる四本の縦方向フレーム14と、を備える。ここでは、一例として縦方向フレーム14が最も長く、奥行方向フレーム13が最も短い構成としている。幅方向フレーム12の一端部、奥行方向フレーム13の一端部、及び縦方向フレーム14の一端部は、全てリベット(締結具)を介して接合されている。幅方向フレーム12、奥行方向フレーム13、及び縦方向フレーム14が交わる各コーナには、強度を向上させる補強部材15が接合されている。したがって、計八つの補強部材15があり、全てリベットを介して接合されている。 The housing frame structure 11 is formed in a substantially rectangular parallelepiped by combining a width direction frame 12, a depth direction frame 13, and a vertical direction frame 14. That is, it includes four width-direction frames 12 extending along the width direction, four depth-direction frames 13 extending along the depth direction, and four vertical-direction frames 14 extending along the vertical direction. Here, as an example, the vertical frame 14 is the longest and the depth frame 13 is the shortest. One end of the width direction frame 12, one end of the depth direction frame 13, and one end of the vertical direction frame 14 are all joined via rivets (fasteners). A reinforcing member 15 for improving strength is joined to each corner where the width direction frame 12, the depth direction frame 13, and the vertical direction frame 14 intersect. Therefore, there are a total of eight reinforcing members 15, all of which are joined via rivets.
 具体的には、底面側において、奥行方向に並んだ二本の幅方向フレーム12、及び幅方向に並んだ二本の奥行方向フレーム13の夫々の端部同士を接合することで、底枠16が形成されている。また、天井側において、奥行方向に並んだ二本の幅方向フレーム12、及び幅方向に並んだ二本の奥行方向フレーム13の夫々の端部同士を接合することで天枠17が形成されている。そして、底枠16、及び天枠17の夫々の四隅同士が四本の縦方向フレーム14を介して接合されている。幅方向フレーム12、奥行方向フレーム13、縦方向フレーム14、及び補強部材15は、何れも一枚の鋼板をベンダによって曲げ加工して形成されており、各鋼板の板厚は略均一であるものとする。
 以下の説明では、底枠16のうち、図中のAで示す一つのコーナに注目し、各構成について詳述する。他のコーナについても、向きが上下又は左右に反転するなどの違いはあるが、基本的に同様の構成であるため、詳細な説明を省略する。また、内側又は外側と称する場合、何れも筐体フレーム構造11の内側又は外側を指す。
Specifically, on the bottom surface side, the bottom frame 16 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. Is formed. Further, on the ceiling side, the top frame 17 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. There is. The four corners of the bottom frame 16 and the top frame 17 are joined to each other via four vertical frames 14. The width direction frame 12, the depth direction frame 13, the vertical direction frame 14, and the reinforcing member 15 are all formed by bending one steel plate by a bender, and the plate thickness of each steel plate is substantially uniform. And.
In the following description, one corner of the bottom frame 16 shown by A in the figure will be focused on, and each configuration will be described in detail. The other corners also have different orientations such as being flipped up and down or left and right, but they have basically the same configuration, so detailed description will be omitted. Further, when referred to as inside or outside, both refer to the inside or outside of the housing frame structure 11.
 図2は、幅方向フレームの一端部を示す斜視図である。
 図3は、幅方向フレームの一端部を示す投影図である。
 図3の(a)は、幅方向フレーム12を奥行方向の内側から見た図である。図3の(b)は、幅方向フレーム12を縦方向の内側から見た図である。図3の(c)は、幅方向フレーム12のB‐B断面を示す図である。図3の(d)は、幅方向フレーム12のC‐C断面を示す図である。幅方向フレーム12は、一枚の鋼板を略四角筒状に曲げ加工して形成されており、縦方向外側部21と、奥行方向外側部22と、幅方向外側部23と、奥行方向内側部24と、縦方向内側部25と、を備える。
FIG. 2 is a perspective view showing one end of a frame in the width direction.
FIG. 3 is a projection drawing showing one end of the widthwise frame.
FIG. 3A is a view of the width direction frame 12 as viewed from the inside in the depth direction. FIG. 3B is a view of the widthwise frame 12 as viewed from the inside in the vertical direction. FIG. 3C is a diagram showing a BB cross section of the widthwise frame 12. FIG. 3D is a diagram showing a CC cross section of the widthwise frame 12. The width direction frame 12 is formed by bending a single steel plate into a substantially square cylinder shape, and has a vertical outer portion 21, a depth outer portion 22, a width direction outer portion 23, and a depth direction inner portion. 24 and a vertical inner portion 25 are provided.
 縦方向外側部21は、幅方向及び奥行方向に沿った板部であり、底枠16を構成する幅方向フレーム12の場合、床面に接地される。
 奥行方向外側部22は、幅方向及び縦方向に沿った板部であり、縦方向外側部21における奥行方向の外側端部から縦方向の内側に向かって直角に曲げて形成されている。
 幅方向外側部23は、奥行方向及び縦方向に沿った板部であり、奥行方向外側部22における幅方向の外側端部から奥行方向の内側に向かって直角に曲げて形成されている。幅方向外側部23における縦方向の寸法は、奥行方向外側部22における縦方向の寸法と略等しい。幅方向外側部23における奥行方向の寸法は、縦方向外側部21における奥行方向の寸法よりも短い。
The vertical outer portion 21 is a plate portion along the width direction and the depth direction, and in the case of the width direction frame 12 constituting the bottom frame 16, it is grounded to the floor surface.
The outer portion 22 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 21 in the vertical direction at a right angle from the outer end portion in the depth direction toward the inner side in the vertical direction.
The outer portion 23 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending the outer portion 22 in the depth direction at a right angle from the outer end portion in the width direction toward the inside in the depth direction. The vertical dimension of the outer portion 23 in the width direction is substantially equal to the vertical dimension of the outer portion 22 in the depth direction. The dimension in the depth direction of the outer portion 23 in the width direction is shorter than the dimension in the depth direction in the outer portion 21 in the vertical direction.
 奥行方向内側部24は、幅方向及び縦方向に沿った板部であり、縦方向外側部21における奥行方向の内側端部から縦方向の内側に向かって直角に曲げて形成されている。奥行方向内側部24は、縦方向外側部21における幅方向の先端からL1の範囲には形成されていない。奥行方向内側部24における縦方向の寸法は、奥行方向外側部22における縦方向の寸法よりも短い。
 縦方向内側部25は、幅方向及び奥行方向に沿った板部であり、奥行方向外側部22における縦方向の内側端部から奥行方向の内側に向かって直角に曲げて形成されている。縦方向内側部25における奥行方向の寸法は、縦方向外側部21における奥行方向の寸法よりも短い。
The inner portion 24 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the depth direction to the inner side in the vertical direction in the outer portion 21 in the vertical direction. The inner portion 24 in the depth direction is not formed in the range of L1 from the tip end in the width direction in the outer portion 21 in the vertical direction. The vertical dimension of the inner portion 24 in the depth direction is shorter than the vertical dimension of the outer portion 22 in the depth direction.
The vertical inner portion 25 is a plate portion along the width direction and the depth direction, and is formed by bending at a right angle from the inner end portion in the vertical direction to the inner side in the depth direction in the outer portion 22 in the depth direction. The depth dimension of the vertical inner portion 25 is shorter than the depth dimension of the vertical outer portion 21.
 幅方向外側部23における奥行方向の内側には、縦方向に並んだ二つの貫通孔26が形成されている。貫通孔26は、奥行方向フレーム13との接合を行なうときにリベットが挿入される。幅方向外側部23における奥行方向の外側には、縦方向に並んだ二つの貫通孔27が形成されている。貫通孔27は、縦方向フレーム14との接合を行なうときにリベットが挿入される。したがって、幅方向外側部23が、奥行方向フレーム13との接合片、及び縦方向フレーム14との接合片となる。
 縦方向外側部21における幅方向の外側には、一つの貫通孔28が形成されている。貫通孔28は、補強部材15との接合を行なうときにリベットが挿入される。したがって、縦方向外側部21における幅方向の外側が、補強部材15との接合片となる。貫通孔28は、縦方向の外側が皿モミ加工されている。
Two through holes 26 arranged in the vertical direction are formed inside the outer portion 23 in the width direction in the depth direction. A rivet is inserted into the through hole 26 when the through hole 26 is joined to the depth direction frame 13. Two through holes 27 arranged in the vertical direction are formed on the outer side in the depth direction of the outer portion 23 in the width direction. A rivet is inserted into the through hole 27 when joining the vertical frame 14. Therefore, the outer portion 23 in the width direction becomes a joint piece with the depth direction frame 13 and a joint piece with the vertical direction frame 14.
One through hole 28 is formed on the outer side in the width direction of the outer portion 21 in the vertical direction. A rivet is inserted into the through hole 28 when joining the reinforcing member 15. Therefore, the outer side in the width direction of the outer portion 21 in the vertical direction is a joint piece with the reinforcing member 15. The outside of the through hole 28 in the vertical direction is countersunk.
 図4は、奥行方向フレームの一端部を示す斜視図である。
 図5は、奥行方向フレームの一端部を示す投影図である。
 図5の(a)は、奥行方向フレーム13を幅方向の内側から見た図である。図5の(b)は、奥行方向フレーム13を縦方向の内側から見た図である。図5の(c)は、奥行方向フレーム13のD‐D断面を示す図である。図5の(d)は、奥行方向フレーム13のE‐E断面を示す図である。奥行方向フレーム13は、一枚の鋼板を略四角筒状に曲げ加工して形成されており、縦方向外側部31と、幅方向外側部32と、奥行方向外側部33と、突出片34と、幅方向内側部35と、縦方向内側部36と、を備える。
FIG. 4 is a perspective view showing one end of the depth direction frame.
FIG. 5 is a projection drawing showing one end of the depth direction frame.
FIG. 5A is a view of the depth direction frame 13 as viewed from the inside in the width direction. FIG. 5B is a view of the depth direction frame 13 as viewed from the inside in the vertical direction. FIG. 5 (c) is a diagram showing a DD cross section of the depth direction frame 13. FIG. 5D is a diagram showing an EE cross section of the depth direction frame 13. The depth direction frame 13 is formed by bending a single steel plate into a substantially square cylinder shape, and includes a vertical outer portion 31, a width direction outer portion 32, a depth direction outer portion 33, and a protruding piece 34. , A widthwise inner portion 35 and a vertical inner portion 36.
 縦方向外側部31は、奥行方向及び幅方向に沿った板部であり、底枠16を構成する奥行方向フレーム13の場合、床面に接地される。
 幅方向外側部32は、奥行方向及び縦方向に沿った板部であり、縦方向外側部31における幅方向の外側端部から縦方向の内側に向かって直角に曲げて形成されている。幅方向外側部32における縦方向の寸法は、幅方向フレーム12における奥行方向外側部22の縦方向の寸法と略等しい。
 奥行方向外側部33は、幅方向及び縦方向に沿った板部であり、幅方向外側部32における奥行方向の外側端部から幅方向の内側に向かって直角に曲げて形成されている。奥行方向外側部33における縦方向の寸法は、幅方向外側部32における縦方向の寸法と略等しい。奥行方向外側部33における幅方向の寸法は、縦方向外側部31における幅方向の寸法よりも短い。
The vertical outer portion 31 is a plate portion along the depth direction and the width direction, and in the case of the depth direction frame 13 constituting the bottom frame 16, it is grounded to the floor surface.
The outer portion 32 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the outer end portion in the width direction to the inner side in the vertical direction in the outer portion 31 in the vertical direction. The vertical dimension of the widthwise outer portion 32 is substantially equal to the vertical dimension of the depth direction outer portion 22 of the widthwise frame 12.
The outer portion 33 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 32 in the width direction at a right angle from the outer end portion in the depth direction toward the inside in the width direction. The vertical dimension of the outer portion 33 in the depth direction is substantially equal to the vertical dimension of the outer portion 32 in the width direction. The width direction dimension in the depth direction outer portion 33 is shorter than the width direction dimension in the vertical direction outer portion 31.
 突出片34は、奥行方向及び縦方向に沿った板部であり、奥行方向外側部33における幅方向の内側端部から奥行方向の外側に向かって直角に曲げて形成されている。
 幅方向内側部35は、奥行方向及び縦方向に沿った板部であり、縦方向外側部31における幅方向の内側端部から縦方向の内側に向かって直角に曲げて形成されている。幅方向内側部35は、縦方向外側部31における奥行方向の先端からL2の範囲には形成されていない。幅方向内側部35における縦方向の寸法は、幅方向外側部32における縦方向の寸法よりも短い。
 縦方向内側部36は、奥行方向及び幅方向に沿った板部であり、幅方向外側部32における縦方向の内側端部から幅方向の内側に向かって直角に曲げて形成されている。縦方向内側部36における幅方向の寸法は、縦方向外側部31における幅方向の寸法よりも短い。
The projecting piece 34 is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the width direction to the outer side in the depth direction in the outer portion 33 in the depth direction.
The inner portion 35 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the width direction to the inner side in the vertical direction in the outer portion 31 in the vertical direction. The inner portion 35 in the width direction is not formed in the range of L2 from the tip in the depth direction in the outer portion 31 in the vertical direction. The vertical dimension in the widthwise inner portion 35 is shorter than the vertical dimension in the widthwise outer portion 32.
The vertical inner portion 36 is a plate portion along the depth direction and the width direction, and is formed by bending at a right angle from the inner end portion in the vertical direction to the inner side in the width direction in the outer portion 32 in the width direction. The widthwise dimension in the vertical inner portion 36 is shorter than the widthwise dimension in the vertical outer portion 31.
 突出片34には、縦方向に並んだ二つの貫通孔37が形成されている。貫通孔37のピッチは、幅方向フレーム12の幅方向外側部23に形成された貫通孔26のピッチと同一である。貫通孔37は、幅方向フレーム12との接合を行なうときにリベットが挿入される。したがって、突出片34が、幅方向フレーム12との接合片となる。
 奥行方向外側部33には、縦方向に並んだ三つの貫通孔38が形成されている。貫通孔38は、縦方向フレーム14との接合を行なうときにリベットが挿入される。したがって、奥行方向外側部33が、縦方向フレーム14との接合片となる。
 縦方向外側部31における奥行方向の外側には、一つの貫通孔39が形成されている。貫通孔39は、補強部材15との接合を行なうときにリベットが挿入される。したがって、縦方向外側部31における奥行方向の外側が、補強部材15との接合片となる。貫通孔39は、縦方向の外側が皿モミ加工されている。
The protruding piece 34 is formed with two through holes 37 arranged in the vertical direction. The pitch of the through hole 37 is the same as the pitch of the through hole 26 formed in the outer side portion 23 in the width direction of the width direction frame 12. A rivet is inserted into the through hole 37 when joining the frame 12 in the width direction. Therefore, the protruding piece 34 becomes a joining piece with the widthwise frame 12.
Three through holes 38 arranged in the vertical direction are formed in the outer portion 33 in the depth direction. A rivet is inserted into the through hole 38 when joining the vertical frame 14. Therefore, the outer portion 33 in the depth direction serves as a joint piece with the frame 14 in the vertical direction.
One through hole 39 is formed on the outer side in the depth direction of the outer portion 31 in the vertical direction. A rivet is inserted into the through hole 39 when joining with the reinforcing member 15. Therefore, the outer side in the depth direction of the outer portion 31 in the vertical direction serves as a joint piece with the reinforcing member 15. The outside of the through hole 39 in the vertical direction is countersunk.
 図6は、縦方向フレームの一端部を示す斜視図である。
 図7は、縦方向フレームの一端部を示す投影図である。
 図7の(a)は、縦方向フレーム14を幅方向の内側から見た図である。図7の(b)は、縦方向フレーム14を奥行方向の内側から見た図である。図7の(c)は、縦方向フレーム14のF‐F断面を示す図である。縦方向フレーム14は、一枚の鋼板を略四角筒状に曲げ加工して形成されており、幅方向外側部41と、奥行方向外側部42と、幅方向内側部43と、奥行方向内側部44と、縦方向外側部45と、を備える。
 幅方向外側部41は、奥行方向及び縦方向に沿った板部である。幅方向外側部41における奥行方向の寸法は、幅方向フレーム12における縦方向外側部21の奥行方向の寸法と略等しい。
FIG. 6 is a perspective view showing one end of the vertical frame.
FIG. 7 is a projection drawing showing one end of the vertical frame.
FIG. 7A is a view of the vertical frame 14 as viewed from the inside in the width direction. FIG. 7B is a view of the vertical frame 14 as viewed from the inside in the depth direction. FIG. 7 (c) is a diagram showing an FF cross section of the vertical frame 14. The vertical frame 14 is formed by bending a single steel plate into a substantially square cylinder shape, and has an outer portion 41 in the width direction, an outer portion 42 in the depth direction, an inner portion 43 in the width direction, and an inner portion in the depth direction. 44 and a vertical outer portion 45 are provided.
The outer portion 41 in the width direction is a plate portion along the depth direction and the vertical direction. The dimension in the depth direction of the outer portion 41 in the width direction is substantially equal to the dimension in the depth direction of the outer portion 21 in the vertical direction in the width direction frame 12.
 奥行方向外側部42は、幅方向及び縦方向に沿った板部であり、幅方向外側部41における奥行方向の外側端部から幅方向の内側に向かって直角に曲げて形成されている。奥行方向外側部42における幅方向の寸法は、奥行方向フレーム13における奥行方向外側部33の幅方向の寸法と略等しい。
 幅方向内側部43は、奥行方向及び縦方向に沿った板部であり、奥行方向外側部42における幅方向の内側端部から奥行方向の内側に向かって直角に曲げて形成されている。幅方向内側部43における奥行方向の寸法は、幅方向外側部41における奥行方向の寸法よりも短い。
The outer portion 42 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 41 in the width direction at a right angle from the outer end portion in the depth direction toward the inside in the width direction. The width direction dimension of the depth direction outer portion 42 is substantially equal to the width direction dimension of the depth direction outer portion 33 in the depth direction frame 13.
The inner portion 43 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the width direction to the inner side in the depth direction in the outer portion 42 in the depth direction. The dimension in the depth direction in the inner portion 43 in the width direction is shorter than the dimension in the depth direction in the outer portion 41 in the width direction.
 奥行方向内側部44は、幅方向及び縦方向に沿った板部であり、幅方向外側部41における奥行方向の内側端部から幅方向の内側に向かって直角に曲げて形成されている。奥行方向内側部44における幅方向の寸法は、奥行方向外側部42における幅方向の寸法と略等しい。
 縦方向外側部45は、幅方向及び奥行方向に沿った板部であり、幅方向外側部41における縦方向の外側端部から幅方向の内側に向かって直角に曲げて形成されている。縦方向フレーム14の底面側となる縦方向外側部45は、床面に接地される。縦方向外側部45における幅方向の寸法は、奥行方向外側部42における幅方向の寸法と略等しい。
The inner portion 44 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 41 in the width direction at a right angle from the inner end portion in the depth direction toward the inner side in the width direction. The width direction dimension in the depth direction inner portion 44 is substantially equal to the width direction dimension in the depth direction outer portion 42.
The vertical outer portion 45 is a plate portion along the width direction and the depth direction, and is formed by bending the outer portion 41 in the width direction at a right angle from the outer end portion in the vertical direction toward the inside in the width direction. The vertical outer portion 45, which is the bottom surface side of the vertical frame 14, is grounded to the floor surface. The width direction dimension in the vertical outer portion 45 is substantially equal to the width direction dimension in the depth direction outer portion 42.
 幅方向内側部43における縦方向の外側には、縦方向に並んだ二つの貫通孔46が形成されている。貫通孔46のピッチは、幅方向フレーム12の幅方向外側部23に形成された貫通孔27のピッチと同一である。貫通孔46は、幅方向フレーム12との接合を行なうときにリベットが挿入される。したがって、幅方向内側部43における縦方向の外側が、幅方向フレーム12との接合片となる。
 奥行方向内側部44における縦方向の外側には、縦方向に並んだ三つの貫通孔47が形成されている。貫通孔47のピッチは、奥行方向外側部33に形成された貫通孔38のピッチと同一である。貫通孔47は、奥行方向フレーム13との接合を行なうときにリベットが挿入される。したがって、奥行方向内側部44における縦方向の外側が、奥行方向フレーム13との接合片となる。
Two through holes 46 arranged in the vertical direction are formed on the outer side in the vertical direction in the inner portion 43 in the width direction. The pitch of the through holes 46 is the same as the pitch of the through holes 27 formed in the outer side portion 23 in the width direction of the width direction frame 12. A rivet is inserted into the through hole 46 when joining the frame 12 in the width direction. Therefore, the outer side in the vertical direction of the inner portion 43 in the width direction becomes a joint piece with the frame 12 in the width direction.
Three through holes 47 arranged in the vertical direction are formed on the outer side in the vertical direction in the inner portion 44 in the depth direction. The pitch of the through hole 47 is the same as the pitch of the through hole 38 formed in the outer portion 33 in the depth direction. A rivet is inserted into the through hole 47 when the through hole 47 is joined to the depth direction frame 13. Therefore, the outer side in the vertical direction in the inner portion 44 in the depth direction is a joint piece with the frame 13 in the depth direction.
 図8は、補強部材を示す斜視図である。
 図9は、補強部材を示す投影図である。
 図9の(a)は、補強部材15を縦方向の内側から見た図である。図中の(b)は、補強部材15を幅方向の内側から見た図である。図中の(c)は、補強部材15を奥行方向の内側から見た図である。補強部材15は、一枚の鋼板を曲げ加工して形成されており、縦方向外側部51と、奥行方向外側部52と、奥行方向内側部53と、幅方向内側部54と、縦方向外側部55と、幅方向外側部56と、を備える。
FIG. 8 is a perspective view showing a reinforcing member.
FIG. 9 is a projection drawing showing the reinforcing member.
FIG. 9A is a view of the reinforcing member 15 viewed from the inside in the vertical direction. (B) in the figure is a view of the reinforcing member 15 as viewed from the inside in the width direction. (C) in the figure is a view of the reinforcing member 15 as viewed from the inside in the depth direction. The reinforcing member 15 is formed by bending a single steel plate, and has a vertical outer portion 51, a depth direction outer portion 52, a depth direction inner portion 53, a width direction inner portion 54, and a vertical outer side. A portion 55 and an outer portion 56 in the width direction are provided.
 縦方向外側部51は、幅方向及び奥行方向に沿った板部である。縦方向外側部51における幅方向の寸法は、幅方向フレーム12において奥行方向内側部24が形成されていないL1の長さよりも短い。縦方向外側部51における奥行方向の寸法は、幅方向フレーム12における縦方向外側部21の奥行方向の寸法と略等しい。
 奥行方向外側部52は、幅方向及び縦方向に沿った板部であり、縦方向外側部51における奥行方向の外側端部から縦方向の内側に向かって直角に曲げて形成されている。奥行方向外側部52における縦方向の寸法は、幅方向フレーム12における奥行方向外側部22の縦方向の寸法よりも短い。
The outer portion 51 in the vertical direction is a plate portion along the width direction and the depth direction. The dimension in the width direction of the outer portion 51 in the vertical direction is shorter than the length of L1 in which the inner portion 24 in the depth direction is not formed in the width direction frame 12. The dimension in the depth direction of the outer portion 51 in the vertical direction is substantially equal to the dimension in the depth direction of the outer portion 21 in the vertical direction in the width direction frame 12.
The outer portion 52 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending the outer portion 51 in the vertical direction at a right angle from the outer end portion in the depth direction toward the inner side in the vertical direction. The vertical dimension of the depth direction outer portion 52 is shorter than the vertical dimension of the depth direction outer portion 22 in the width direction frame 12.
 奥行方向内側部53は、幅方向及び縦方向に沿った板部であり、縦方向外側部51における奥行方向の内側端部から縦方向の内側に向かって直角に曲げて形成されている。奥行方向内側部53における縦方向の寸法は、奥行方向外側部52における縦方向の寸法よりも長く、且つ幅方向フレーム12における奥行方向内側部24の縦方向の寸法と略等しい。
 幅方向内側部54は、奥行方向及び縦方向に沿った板部であり、奥行方向内側部53における幅方向の外側端部から奥行方向の内側に向かって直角に曲げて形成されている。幅方向内側部54における縦方向の寸法は、奥行方向内側部53における縦方向の寸法、及び奥行方向フレーム13における幅方向内側部35の縦方向の寸法と略等しい。
The inner portion 53 in the depth direction is a plate portion along the width direction and the vertical direction, and is formed by bending at a right angle from the inner end portion in the depth direction to the inner side in the vertical direction in the outer portion 51 in the vertical direction. The vertical dimension of the inner portion 53 in the depth direction is longer than the vertical dimension of the outer portion 52 of the depth direction, and is substantially equal to the vertical dimension of the inner portion 24 of the depth direction in the width direction frame 12.
The inner portion 54 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending the inner portion 53 in the depth direction at a right angle from the outer end portion in the width direction toward the inside in the depth direction. The vertical dimension of the widthwise inner portion 54 is substantially equal to the vertical dimension of the depth direction inner portion 53 and the vertical dimension of the widthwise inner portion 35 of the depth direction frame 13.
 縦方向外側部55は、幅方向及び奥行方向に沿った板部である。縦方向外側部55における奥行方向の寸法は、奥行方向フレーム13において幅方向内側部35が形成されていないL2の長さよりも短い。縦方向外側部55における幅方向の寸法は、奥行方向フレーム13における縦方向外側部31の幅方向の寸法と略等しい。
 幅方向外側部56は、奥行方向及び縦方向に沿った板部であり、縦方向外側部55における幅方向の外側端部から縦方向の内側に向かって直角に曲げて形成されている。幅方向外側部56における縦方向の寸法は、奥行方向フレーム13における幅方向外側部32の縦方向の寸法よりも短く、且つ幅方向内側部54における縦方向の寸法よりも短い。
The outer portion 55 in the vertical direction is a plate portion along the width direction and the depth direction. The dimension in the depth direction of the outer portion 55 in the vertical direction is shorter than the length of L2 in which the inner portion 35 in the width direction is not formed in the depth direction frame 13. The widthwise dimension of the vertical outer portion 55 is substantially equal to the widthwise dimension of the vertical outer portion 31 of the depth frame 13.
The outer portion 56 in the width direction is a plate portion along the depth direction and the vertical direction, and is formed by bending at a right angle from the outer end portion in the width direction to the inner side in the vertical direction in the outer portion 55 in the vertical direction. The vertical dimension of the widthwise outer portion 56 is shorter than the vertical dimension of the widthwise outer portion 32 of the depth frame 13, and shorter than the vertical dimension of the widthwise inner portion 54.
 縦方向外側部51には、一つの貫通孔57が形成されている。貫通孔57は、幅方向フレーム12との接合を行なうときにリベットが挿入される。したがって、縦方向外側部51が、幅方向フレーム12との接合片となる。
 縦方向外側部55には、一つの貫通孔58が形成されている。貫通孔58は、奥行方向フレーム13との接合を行なうときにリベットが挿入される。したがって、縦方向外側部55が、奥行方向フレーム13との接合片となる。
One through hole 57 is formed in the outer portion 51 in the vertical direction. A rivet is inserted into the through hole 57 when joining the frame 12 in the width direction. Therefore, the outer portion 51 in the vertical direction serves as a joint piece with the frame 12 in the width direction.
One through hole 58 is formed in the outer portion 55 in the vertical direction. A rivet is inserted into the through hole 58 when the through hole 58 is joined to the depth direction frame 13. Therefore, the outer portion 55 in the vertical direction serves as a joint piece with the frame 13 in the depth direction.
 次に、筐体フレーム構造11の組立方法について説明する。
 図10は、底枠及び天枠を示す図である。
 組立方法の概略としては、先ず底枠16及び天枠17の組み立てを行なう。すなわち、奥行方向に並んだ二つの幅方向フレーム12、及び幅方向に並んだ二つの奥行方向フレーム13の夫々の端部同士を接合することで底枠16を形成する。また、奥行方向に並んだ二つの幅方向フレーム12、及び幅方向に並んだ二つの奥行方向フレーム13の夫々の端部同士を接合することで天枠17を形成する。
Next, a method of assembling the housing frame structure 11 will be described.
FIG. 10 is a diagram showing a bottom frame and a top frame.
As an outline of the assembly method, first, the bottom frame 16 and the top frame 17 are assembled. That is, the bottom frame 16 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. Further, the top frame 17 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other.
 そして、底枠16及び天枠17の夫々の四隅同士を、四つの縦方向フレーム14を介して接合すると共に、各コーナに補強部材15を接合することで、筐体フレーム構造11を完成させる。なお、底枠16又は天枠17に対して、縦方向フレーム14を接合する際には、縦方向フレーム14を寝かせ、且つ底枠16又は天枠17を起こした状態で行なうことが望ましい。
 以下の説明では、底枠16のうち、図中のAで示す一つのコーナに注目し、組立方法について詳述する。他のコーナについても、向きが上下又は左右に反転するなどの違いはあるが、基本的に同様の構成であるため、詳細な説明を省略する。
Then, the four corners of the bottom frame 16 and the top frame 17 are joined to each other via the four vertical frames 14, and the reinforcing member 15 is joined to each corner to complete the housing frame structure 11. When joining the vertical frame 14 to the bottom frame 16 or the top frame 17, it is desirable that the vertical frame 14 is laid down and the bottom frame 16 or the top frame 17 is raised.
In the following description, one corner of the bottom frame 16 shown by A in the figure will be focused on, and the assembly method will be described in detail. The other corners also have different orientations such as being flipped up and down or left and right, but they have basically the same configuration, so detailed description will be omitted.
 図11は、幅方向フレームと奥行方向フレームとを接合した状態を示す図である。
 先ず、幅方向フレーム12の一端部と、奥行方向フレーム13の一端部とを接合する。この工程では、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせてリベット61(締結具)を介して接合する。すなわち、幅方向フレーム12における幅方向外側部23のうち二つの貫通孔26が形成された奥行方向の内側と、奥行方向フレーム13のうち二つの貫通孔37が形成された突出片34と、を重ね合わせる。そして、重ね合わせた貫通孔26及び貫通孔37の夫々に対して幅方向の内側からリベット61を挿入し、専用の締結工具を用いてリベット61における幅方向の外側端部をかしめ、固く密着させることで、幅方向フレーム12と奥行方向フレーム13とを接合する。このとき、幅方向フレーム12の縦方向外側部21と奥行方向フレーム13の縦方向外側部31とは、縦方向の外側端面同士が面一となる。リベット61としては、高剪断、高引張、高圧着が得られる構造体用のリベットを用いることが望ましく、ここでは丸頭タイプを使用している。
FIG. 11 is a diagram showing a state in which the width direction frame and the depth direction frame are joined.
First, one end of the width direction frame 12 and one end of the depth direction frame 13 are joined. In this step, the joining pieces formed on both sides along the depth direction and the vertical direction are overlapped and joined via the rivet 61 (fastener). That is, the inner side in the depth direction in which the two through holes 26 are formed in the outer side portion 23 in the width direction in the width direction frame 12, and the protruding piece 34 in which the two through holes 37 are formed in the depth direction frame 13 are formed. Overlay. Then, the rivet 61 is inserted from the inside in the width direction into each of the overlapped through holes 26 and 37, and the outer end portion in the width direction of the rivet 61 is crimped and firmly adhered by using a special fastening tool. As a result, the width direction frame 12 and the depth direction frame 13 are joined. At this time, the vertical outer side portion 21 of the width direction frame 12 and the vertical outer side portion 31 of the depth direction frame 13 are flush with each other in the vertical direction outer end faces. As the rivet 61, it is desirable to use a rivet for a structure that can obtain high shear, high tension, and high crimping, and a round head type is used here.
 図12は、縦方向フレームを接合した状態を示す図である。
 幅方向フレーム12の一端部と奥行方向フレーム13の一端部とを接合した後に、縦方向フレーム14の一端部と、幅方向フレーム12の一端部とを接合する。この工程では、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせてリベット62(締結具)を介して接合する。すなわち、幅方向フレーム12における幅方向外側部23のうち二つの貫通孔27が形成された奥行方向の外側と、縦方向フレーム14のうち二つの貫通孔46が形成された幅方向内側部43と、を重ね合わせる。そして、重ね合わせた貫通孔27及び貫通孔46の夫々に対して幅方向の内側からリベット62を挿入し、専用の締結工具を用いてリベット62における幅方向の外側端部をかしめ、固く密着させることで、幅方向フレーム12と縦方向フレーム14とを接合する。このとき、幅方向フレーム12の縦方向外側部21と縦方向フレーム14の縦方向外側部45とは、縦方向の外側端面同士が面一となる。リベット62としては、高剪断、高引張、高圧着が得られる構造体用のリベットを用いることが望ましく、ここでは丸頭タイプを使用している。
FIG. 12 is a diagram showing a state in which vertical frames are joined.
After joining one end of the width direction frame 12 and one end of the depth direction frame 13, one end of the vertical direction frame 14 and one end of the width direction frame 12 are joined. In this step, the joining pieces formed on both sides along the depth direction and the vertical direction are overlapped and joined via the rivet 62 (fastener). That is, the outer side in the depth direction in which two through holes 27 are formed in the outer portion 23 in the width direction in the width direction frame 12, and the inner portion 43 in the width direction in which two through holes 46 are formed in the vertical frame 14. , Overlay. Then, the rivet 62 is inserted from the inside in the width direction into each of the overlapped through hole 27 and the through hole 46, and the outer end portion in the width direction of the rivet 62 is crimped and firmly adhered by using a special fastening tool. As a result, the width direction frame 12 and the vertical direction frame 14 are joined. At this time, the vertical outer side portion 21 of the width direction frame 12 and the vertical outer side portion 45 of the vertical direction frame 14 are flush with each other in the vertical direction outer end faces. As the rivet 62, it is desirable to use a rivet for a structure that can obtain high shear, high tension, and high crimping, and a round head type is used here.
 また、幅方向フレーム12の一端部と奥行方向フレーム13の一端部とを接合した後に、縦方向フレーム14の一端部と、奥行方向フレーム13の一端部とを接合する。この工程では、双方に形成された幅方向及び縦方向に沿った接合片同士を重ね合わせてリベット63(締結具)を介して接合する。すなわち、奥行方向フレーム13のうち三つの貫通孔38が形成された奥行方向外側部33と、縦方向フレーム14のうち三つの貫通孔47が形成された奥行方向内側部44と、を重ね合わせる。そして、重ね合わせた貫通孔38及び貫通孔47の夫々に対して奥行方向の内側からリベット63を挿入し、専用の締結工具を用いてリベット63における奥行方向の外側端部をかしめ、固く密着させることで、奥行方向フレーム13と縦方向フレーム14とを接合する。このとき、奥行方向フレーム13の縦方向外側部31と縦方向フレーム14の縦方向外側部45とは、縦方向の外側端面同士が面一となる。リベット63としては、高剪断、高引張、高圧着が得られる構造体用のリベットを用いることが望ましく、ここでは丸頭タイプを使用している。なお、リベット63における奥行方向の外側端部が、リベット61における幅方向の外側端部と干渉しないように、リベット61における奥行方向の配置が設定されている。 Further, after joining one end of the width direction frame 12 and one end of the depth direction frame 13, one end of the vertical direction frame 14 and one end of the depth direction frame 13 are joined. In this step, the joining pieces formed on both sides along the width direction and the vertical direction are overlapped and joined via the rivet 63 (fastener). That is, the outer portion 33 in the depth direction in which the three through holes 38 of the depth direction frame 13 are formed and the inner portion 44 in the depth direction in which the three through holes 47 of the vertical frame 14 are formed are overlapped with each other. Then, the rivet 63 is inserted into each of the overlapped through holes 38 and 47 from the inside in the depth direction, and the outer end portion of the rivet 63 in the depth direction is crimped and firmly adhered using a dedicated fastening tool. As a result, the depth direction frame 13 and the vertical direction frame 14 are joined. At this time, the vertical outer side portion 31 of the depth direction frame 13 and the vertical outer side portion 45 of the vertical direction frame 14 are flush with each other in the vertical direction outer end faces. As the rivet 63, it is desirable to use a rivet for a structure that can obtain high shear, high tension, and high crimping, and a round head type is used here. The arrangement of the rivet 61 in the depth direction is set so that the outer end portion of the rivet 63 in the depth direction does not interfere with the outer end portion of the rivet 61 in the width direction.
 図13は、補強部材を接合した状態を示す図である。
 縦方向フレーム14の一端部と幅方向フレーム12の一端部とを接合し、且つ縦方向フレーム14の一端部と奥行方向フレーム13の一端部とを接合した後に、補強部材15の一方側と幅方向フレーム12の一端部とを接合する。この工程では、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせてリベット64(締結具)を介して接合する。すなわち、幅方向フレーム12のうち一つの貫通孔28が形成された縦方向外側部21と、補強部材15のうち一つの貫通孔57が形成された縦方向外側部51と、を重ね合わせる。そして、重ね合わせた貫通孔28及び貫通孔57の夫々に対して縦方向の外側からリベット64を挿入し、専用の締結工具を用いてリベット64における縦方向の内側端部をかしめ、固く密着させることで、幅方向フレーム12と補強部材15とを接合する。このとき、補強部材15の奥行方向外側部52と幅方向フレーム12の奥行方向外側部22とが面接触することで、奥行方向の位置決めがなされる。補強部材15の奥行方向内側部53と幅方向フレーム12の奥行方向内側部24とは、奥行方向の内側端面同士が面一となる。リベット64としては、高剪断、高引張、高圧着が得られる構造体用のリベットを用いることが望ましく、ここでは皿頭タイプを使用している。
FIG. 13 is a diagram showing a state in which the reinforcing members are joined.
After joining one end of the vertical frame 14 and one end of the width frame 12, and joining one end of the vertical frame 14 and one end of the depth frame 13, one side of the reinforcing member 15 and the width Join one end of the directional frame 12. In this step, the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via the rivet 64 (fastener). That is, the vertical outer portion 21 in which one through hole 28 in the width direction frame 12 is formed and the vertical outer portion 51 in which one through hole 57 in the reinforcing member 15 is formed are overlapped with each other. Then, the rivet 64 is inserted from the outside in the vertical direction into each of the overlapped through hole 28 and the through hole 57, and the inner end portion in the vertical direction of the rivet 64 is crimped and firmly adhered by using a dedicated fastening tool. This joins the widthwise frame 12 and the reinforcing member 15. At this time, the depth direction outer portion 52 of the reinforcing member 15 and the depth direction outer portion 22 of the width direction frame 12 come into surface contact with each other to perform positioning in the depth direction. The inner portion 53 in the depth direction of the reinforcing member 15 and the inner portion 24 in the depth direction of the width direction frame 12 are flush with each other on the inner end faces in the depth direction. As the rivet 64, it is desirable to use a rivet for a structure that can obtain high shear, high tension, and high crimping, and here, a countersunk type is used.
 縦方向フレーム14の一端部と幅方向フレーム12の一端部とを接合し、且つ縦方向フレーム14の一端部と奥行方向フレーム13の一端部とを接合した後に、補強部材15の他方側と奥行方向フレーム13の一端部とを接合する。この工程では、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせてリベット65を介して接合する。すなわち、奥行方向フレーム13のうち一つの貫通孔39が形成された縦方向外側部31と、補強部材15のうち一つの貫通孔58が形成された縦方向外側部55と、を重ね合わせる。そして、重ね合わせた貫通孔39及び貫通孔58の夫々に対して縦方向の外側からリベット65を挿入し、専用の締結工具を用いてリベット65における縦方向の内側端部をかしめ、固く密着させることで、奥行方向フレーム13と補強部材15とを接合する。このとき、補強部材15の幅方向外側部56と幅方向フレーム12の幅方向外側部32とが面接触することで、幅方向の位置決めがなされる。補強部材15の幅方向内側部54は、幅方向フレーム12の幅方向内側部35よりも幅方向の内側にある。リベット65としては、高剪断、高引張、高圧着が得られる構造体用のリベットを用いることが望ましく、ここでは皿頭タイプを使用している。 After joining one end of the vertical frame 14 and one end of the width frame 12, and joining one end of the vertical frame 14 and one end of the depth frame 13, the other side and the depth of the reinforcing member 15 Joins one end of the directional frame 13. In this step, the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via the rivet 65. That is, the vertical outer portion 31 in which one through hole 39 in the depth direction frame 13 is formed and the vertical outer portion 55 in which one through hole 58 in the reinforcing member 15 is formed are overlapped with each other. Then, the rivet 65 is inserted from the outside in the vertical direction into each of the overlapped through hole 39 and the through hole 58, and the inner end portion in the vertical direction of the rivet 65 is crimped and firmly adhered using a dedicated fastening tool. As a result, the depth direction frame 13 and the reinforcing member 15 are joined. At this time, the widthwise outer portion 56 of the reinforcing member 15 and the widthwise outer portion 32 of the widthwise frame 12 come into surface contact with each other to perform positioning in the width direction. The widthwise inner portion 54 of the reinforcing member 15 is inside the widthwise inner portion 35 of the widthwise frame 12 in the width direction. As the rivet 65, it is desirable to use a rivet for a structure that can obtain high shear, high tension, and high crimping, and here, a countersunk type is used.
 《作用》
 次に一実施形態の主要な作用について説明する。
 筐体を構成する底枠や天枠は、一般に一枚の鋼板に曲げ加工を行なって製作され、且つリベットによって接合される。しかしながら、筐体のサイズが大きく、幅と奥行きの夫々が概ね1,000mm以上になるような場合は、底枠や天枠を製作するための鋼板が大きくなるので、曲げ加工を行なう大型のベンダが必要となり、製作が困難となる。大型のベンダを使用できない場合は、底枠や天枠を分割して製作し、後から溶接することになるため、熟練した作業者が必要とされ、リードタイムやコストの面で不利となる。
《Action》
Next, the main action of one embodiment will be described.
The bottom frame and top frame constituting the housing are generally manufactured by bending a single steel plate and joined by rivets. However, if the size of the housing is large and the width and depth are approximately 1,000 mm or more, the steel plate for manufacturing the bottom frame and top frame will be large, so a large vendor that performs bending processing. Is required, which makes production difficult. If a large vendor cannot be used, the bottom frame and top frame will be manufactured separately and then welded, which requires skilled workers and is disadvantageous in terms of lead time and cost.
 そこで一実施形態では、幅方向フレーム12、奥行方向フレーム13、縦方向フレーム14、及び補強部材15で、筐体フレーム構造11を構成した。奥行方向フレーム13の一端部は、幅方向フレーム12の一端部に対してリベット61を介して接合されている。縦方向フレーム14の一端部は、幅方向フレーム12の一端部に対してリベット62を介して接合され、且つ奥行方向フレーム13の一端部に対してリベット63を介して接合されている。補強部材15の一方側は、幅方向フレーム12の一端部に対してリベット64を介して接合され、補強部材15の他方側は、奥行方向フレーム13に対してリベット65を介して接合されている。このように、幅方向フレーム12、奥行方向フレーム13、及び縦方向フレーム14の夫々をリベットを介して接合しており、且つ幅方向フレーム12と奥行方向フレーム13との接合を補強部材15によって補強している。これにより、大型であっても溶接を行なうことなく十分な強度を確保することで、作業性を高め、コストの増大を抑制することができる。 Therefore, in one embodiment, the housing frame structure 11 is configured by the width direction frame 12, the depth direction frame 13, the vertical direction frame 14, and the reinforcing member 15. One end of the depth direction frame 13 is joined to one end of the width direction frame 12 via a rivet 61. One end of the vertical frame 14 is joined to one end of the width frame 12 via rivets 62, and one end of the depth frame 13 is joined to one end of the depth frame 13 via rivets 63. One side of the reinforcing member 15 is joined to one end of the widthwise frame 12 via rivets 64, and the other side of the reinforcing member 15 is joined to the depth direction frame 13 via rivets 65. .. In this way, the width direction frame 12, the depth direction frame 13, and the vertical direction frame 14 are each joined via rivets, and the joint between the width direction frame 12 and the depth direction frame 13 is reinforced by the reinforcing member 15. is doing. As a result, workability can be improved and cost increase can be suppressed by ensuring sufficient strength without welding even if the size is large.
 また、奥行方向に並んだ二つの幅方向フレーム12、及び幅方向に並んだ二つの奥行方向フレーム13の夫々の端部同士を接合することで底枠16を形成する。また、奥行方向に並んだ二つの幅方向フレーム12、及び幅方向に並んだ二つの奥行方向フレーム13の夫々の端部同士を接合することで天枠17を形成する。そして、底枠16及び天枠17の夫々の四隅同士を、四つの縦方向フレーム14を介して接合している。これにより、面の数が6、辺の数が12、頂点の数が8となる立方体の筐体フレーム構造11を形成することができる。 Further, the bottom frame 16 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. Further, the top frame 17 is formed by joining the ends of the two widthwise frames 12 arranged in the depth direction and the two depth direction frames 13 arranged in the width direction to each other. Then, the four corners of the bottom frame 16 and the top frame 17 are joined to each other via four vertical frames 14. This makes it possible to form a cubic housing frame structure 11 having 6 faces, 12 sides, and 8 vertices.
 また、幅方向フレーム12、奥行方向フレーム13、縦方向フレーム14、及び補強部材15の接合を行なう際に、締結具としてリベットを使用している。これにより、溶接を行なう必要がないため、作業性を高め、コストの増大を抑制することができる。
 また、幅方向フレーム12及び奥行方向フレーム13は、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせて接合されている。このように簡易な構造で、剛性の高い接合を行なうことができる。
 また、幅方向フレーム12及び縦方向フレーム14は、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせて接合されている。また、奥行方向フレーム13及び縦方向フレーム14は、双方に形成された幅方向及び縦方向に沿った接合片同士を重ね合わせて接合されている。このように簡易な構造で、剛性の高い接合を行なうことができる。
Further, when joining the width direction frame 12, the depth direction frame 13, the vertical direction frame 14, and the reinforcing member 15, rivets are used as fasteners. As a result, since it is not necessary to perform welding, workability can be improved and an increase in cost can be suppressed.
Further, the width direction frame 12 and the depth direction frame 13 are joined by superimposing the joining pieces formed on both sides along the depth direction and the vertical direction. With such a simple structure, highly rigid joining can be performed.
Further, the width direction frame 12 and the vertical direction frame 14 are joined by superimposing the joining pieces formed on both sides along the depth direction and the vertical direction. Further, the depth direction frame 13 and the vertical direction frame 14 are joined by superimposing the joining pieces formed on both sides along the width direction and the vertical direction. With such a simple structure, highly rigid joining can be performed.
 また、補強部材15の一方側及び幅方向フレーム12は、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせて接合されている。また、補強部材15の他方側及び奥行方向フレーム13は、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせて接合されている。このように簡易な構造で、剛性の高い接合を行なうことができる。
 また、幅方向フレーム12、奥行方向フレーム13、縦方向フレーム14、及び補強部材15は、何れも曲げ加工によって形成されている。したがって、生産リードタイムや歩留まりの面で有利となる。
 また、筐体フレーム構造11は、幅方向及び奥行方向の夫々の寸法が概ね1,000mm以上である。このように、大型であっても溶接を行なうことなく十分な強度を確保することで、作業性を高め、コストの増大を抑制することができる。
Further, one side of the reinforcing member 15 and the width direction frame 12 are joined by superimposing the joining pieces formed on both sides along the width direction and the depth direction. Further, the other side of the reinforcing member 15 and the depth direction frame 13 are joined by superimposing the joining pieces formed on both sides along the width direction and the depth direction. With such a simple structure, highly rigid joining can be performed.
Further, the width direction frame 12, the depth direction frame 13, the vertical direction frame 14, and the reinforcing member 15 are all formed by bending. Therefore, it is advantageous in terms of production lead time and yield.
Further, the housing frame structure 11 has dimensions of approximately 1,000 mm or more in each of the width direction and the depth direction. As described above, by ensuring sufficient strength without welding even if the size is large, workability can be improved and an increase in cost can be suppressed.
 また、一実施形態の組立方法では、以下の工程を含む。先ず、幅方向フレーム12の一端部と奥行方向フレーム13の一端部とを接合する際に、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせてリベット61を介して接合する。そして、縦方向フレーム14の一端部と幅方向フレーム12の一端部とを接合する際に、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせてリベット62を介して接合する。そして、縦方向フレーム14の一端部と奥行方向フレーム13の一端部とを接合する際に、双方に形成された幅方向及び縦方向に沿った接合片同士を重ね合わせてリベット63を介して接合する。そして、補強部材15の一方側と幅方向フレーム12の一端部とを接合する際に、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせてリベット64を介して接合する。また、補強部材15の他方側と奥行方向フレーム13の一端部とを接合する際に、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせてリベット65を介して接合する。このように、幅方向フレーム12、奥行方向フレーム13、及び縦方向フレーム14の夫々をリベットを介して接合しており、且つ幅方向フレーム12と奥行方向フレーム13との接合を補強部材15によって補強している。これにより、大型であっても溶接を行なうことなく十分な強度を確保することで、作業性を高め、コストの増大を抑制することができる。 Further, the assembly method of one embodiment includes the following steps. First, when joining one end of the width direction frame 12 and one end of the depth direction frame 13, the joining pieces formed on both sides along the depth direction and the vertical direction are overlapped and joined via the rivet 61. do. Then, when joining one end of the vertical frame 14 and one end of the width frame 12, the joining pieces formed on both sides in the depth direction and the vertical direction are superposed and joined via the rivet 62. do. Then, when joining one end of the vertical frame 14 and one end of the depth frame 13, the joining pieces formed on both sides along the width direction and the vertical direction are superposed and joined via the rivet 63. do. Then, when joining one side of the reinforcing member 15 and one end of the width direction frame 12, the joining pieces formed on both sides along the width direction and the depth direction are superposed and joined via the rivet 64. .. Further, when joining the other side of the reinforcing member 15 and one end of the depth direction frame 13, the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via the rivet 65. .. In this way, the width direction frame 12, the depth direction frame 13, and the vertical direction frame 14 are each joined via rivets, and the joint between the width direction frame 12 and the depth direction frame 13 is reinforced by the reinforcing member 15. is doing. As a result, workability can be improved and cost increase can be suppressed by ensuring sufficient strength without welding even if the size is large.
 なお、縦方向フレーム14を接合する工程と補強部材15を接合する工程の順序を入れ替えることはできない。つまり、縦方向フレーム14を接合する前に、補強部材15を接合することはできない。なぜなら、図13に示されるように、リベット65を先に打ってしまうと、このリベット65に締結工具が干渉し、リベット63のうち特に縦方向の最も外側に位置するリベット63を打てなくなるからである。したがって、一実施形態では、幅方向フレーム12及び奥行方向フレーム13の双方に縦方向フレーム14を接合し、それから幅方向フレーム12及び奥行方向フレーム13の双方に補強部材15を接合している。この順序で接合を行なうことで、締結工具が干渉することを避け、リベット63を確実に締結することができる。 It should be noted that the order of the steps of joining the vertical frame 14 and the steps of joining the reinforcing member 15 cannot be exchanged. That is, the reinforcing member 15 cannot be joined before the vertical frame 14 is joined. This is because, as shown in FIG. 13, if the rivet 65 is hit first, the fastening tool interferes with the rivet 65, and the rivet 63 located on the outermost side of the rivet 63 in the vertical direction cannot be hit. Is. Therefore, in one embodiment, the vertical frame 14 is joined to both the width direction frame 12 and the depth direction frame 13, and then the reinforcing member 15 is joined to both the width direction frame 12 and the depth direction frame 13. By joining in this order, it is possible to prevent the fastening tools from interfering with each other and securely fasten the rivet 63.
 次に、比較例について説明する。
 ここでは、一枚の鋼板を曲げ加工して底枠71を形成し、底枠71に対してコーナブラケット72を介して縦方向フレーム73を接合する構成について説明する。
 図14は、比較例における縦方向フレームを示す図である。
 図14の(a)は、縦方向フレーム73を嵌め合わせる前の状態を示す。図14の(b)は、縦方向フレーム73を嵌め合わせた後の状態を示す。底枠71には、コーナブラケット72と接合するときにリベットが挿入される貫通孔81が形成されている。縦方向フレーム73には、底枠71に嵌め合わされる切欠部82と、コーナブラケット72と接合するときにリベットが挿入される貫通孔83と、が形成されている。貫通孔83の周囲は絞り加工されている。縦方向フレーム73は、切欠部82が底枠71に嵌め合わされることで位置決めされる。
Next, a comparative example will be described.
Here, a configuration will be described in which a single steel plate is bent to form a bottom frame 71, and the vertical frame 73 is joined to the bottom frame 71 via a corner bracket 72.
FIG. 14 is a diagram showing a vertical frame in a comparative example.
FIG. 14A shows a state before fitting the vertical frame 73. FIG. 14B shows a state after the vertical frame 73 is fitted. The bottom frame 71 is formed with a through hole 81 into which a rivet is inserted when the corner bracket 72 is joined. The vertical frame 73 is formed with a notch 82 fitted to the bottom frame 71 and a through hole 83 into which a rivet is inserted when the corner bracket 72 is joined. The circumference of the through hole 83 is drawn. The vertical frame 73 is positioned by fitting the notch 82 to the bottom frame 71.
 図15は、比較例におけるコーナブラケットを示す図である。
 図15の(a)は、コーナブラケット72の斜視図を示す。図15の(b)は、コーナブラケット72を接合した状態を示す。コーナブラケット72には、底枠71と接合するときにリベットが挿入される貫通孔84と、縦方向フレーム73と接合するときにリベットが挿入される貫通孔85と、が形成されている。貫通孔85の周囲は絞り加工されている。コーナブラケット72は、底枠71に嵌め合わされ、貫通孔81及び貫通孔84に挿入されるリベット86によって底枠71と接合される。また、縦方向フレーム73は、貫通孔83及び貫通孔85に挿入されるリベット87によってコーナブラケット72と接合される。
FIG. 15 is a diagram showing a corner bracket in a comparative example.
FIG. 15A shows a perspective view of the corner bracket 72. FIG. 15B shows a state in which the corner bracket 72 is joined. The corner bracket 72 is formed with a through hole 84 into which a rivet is inserted when joining with the bottom frame 71, and a through hole 85 into which a rivet is inserted when joining with the vertical frame 73. The circumference of the through hole 85 is drawn. The corner bracket 72 is fitted to the bottom frame 71 and is joined to the bottom frame 71 by a rivet 86 inserted into the through hole 81 and the through hole 84. Further, the vertical frame 73 is joined to the corner bracket 72 by the through hole 83 and the rivet 87 inserted into the through hole 85.
 比較例によれば、縦方向フレーム73が底枠71に対して直接接合されておらず、コーナブラケット72を介して間接的に接合されている。そのため、接合強度を向上させる目的で、縦方向フレーム73やコーナブラケット72に絞り加工を行なっているが、絞り加工を行なうには特殊な金型が必要となり、コストの増大を招いてしまう。これに対して、一実施形態では、縦方向フレーム14が底枠16及び天枠17に対して直接接合されているので、比較例の構成よりも接合強度が向上する。補強部材15は、底枠16及び天枠17を補強する役割を果たしており、縦方向フレーム14に接合されることがないため、縦方向フレーム14や補強部材15に絞り加工を行なう必要がない。したがって、コストの増大を抑制することができる。 According to the comparative example, the vertical frame 73 is not directly joined to the bottom frame 71, but is indirectly joined via the corner bracket 72. Therefore, for the purpose of improving the joining strength, the vertical frame 73 and the corner bracket 72 are drawn, but a special mold is required for the drawing, which causes an increase in cost. On the other hand, in one embodiment, since the vertical frame 14 is directly bonded to the bottom frame 16 and the top frame 17, the bonding strength is improved as compared with the configuration of the comparative example. Since the reinforcing member 15 plays a role of reinforcing the bottom frame 16 and the top frame 17 and is not joined to the vertical frame 14, it is not necessary to draw the vertical frame 14 and the reinforcing member 15. Therefore, the increase in cost can be suppressed.
 《変形例》
 一実施形態では、締結具としてリベットを使用しているが、これに限定されるものではなく、ねじやボルトナットを使用してもよい。要は、溶接のように熟練した作業者を必要とすることなく、作業性を高めることができればよいため、リベット、ねじ、ボルトナット等の任意の締結具を使用することができる。これにより、比較的簡易な作業で一定の接合強度を確保することができる。また、溶接に比べて接合箇所の検査も行ないやすい。特にリベットは基本的に緩むことがないため信頼性に優れる。
<< Modification example >>
In one embodiment, rivets are used as fasteners, but the present invention is not limited to this, and screws or bolts and nuts may be used. The point is that any fastener such as a rivet, a screw, a bolt and a nut can be used because the workability can be improved without requiring a skilled worker as in welding. This makes it possible to secure a certain joint strength with a relatively simple operation. In addition, it is easier to inspect joints than welding. In particular, rivets are excellent in reliability because they basically do not loosen.
 一実施形態では、補強部材15の奥行方向内側部53と幅方向フレーム12の奥行方向内側部24とが非接触状態であるが、これに限定されるものではない。例えば補強部材15の縦方向外側部51、奥行方向外側部52、及び奥行方向内側部53を、幅方向フレーム12の縦方向外側部21、奥行方向外側部22と、及び奥行方向内側部24に嵌め合わせてもよい。これにより、補強部材15の接触面積が増加するため、剛性を高めることができる。同様に、補強部材15の幅方向内側部54と奥行方向フレーム13の幅方向内側部35とが非接触状態であるが、これに限定されるものではない。例えば補強部材15の縦方向外側部55、幅方向外側部56、及び幅方向内側部54を、奥行方向フレーム13の縦方向外側部31、幅方向外側部32、及び幅方向内側部35に嵌め合わせてもよい。これにより、補強部材15の接触面積が増加するため、剛性を高めることができる。 In one embodiment, the inner portion 53 in the depth direction of the reinforcing member 15 and the inner portion 24 in the depth direction of the width direction frame 12 are in a non-contact state, but the present invention is not limited to this. For example, the vertical outer portion 51, the depth direction outer portion 52, and the depth direction inner portion 53 of the reinforcing member 15 are combined with the vertical outer portion 21, the depth direction outer portion 22, and the depth direction inner portion 24 of the width direction frame 12. It may be fitted. As a result, the contact area of the reinforcing member 15 increases, so that the rigidity can be increased. Similarly, the widthwise inner portion 54 of the reinforcing member 15 and the widthwise inner portion 35 of the depth direction frame 13 are in a non-contact state, but the present invention is not limited to this. For example, the vertical outer portion 55, the width direction outer portion 56, and the width direction inner portion 54 of the reinforcing member 15 are fitted to the vertical outer portion 31, the width direction outer portion 32, and the width direction inner portion 35 of the depth direction frame 13. You may match. As a result, the contact area of the reinforcing member 15 increases, so that the rigidity can be increased.
 以上、限られた数の実施形態を参照しながら説明したが、権利範囲はそれらに限定されるものではなく、上記の開示に基づく実施形態の改変は、当業者にとって自明のことである。 Although the above description has been made with reference to a limited number of embodiments, the scope of rights is not limited to them, and modifications of the embodiments based on the above disclosure are obvious to those skilled in the art.
 11...筐体フレーム構造、12...幅方向フレーム、13...奥行方向フレーム、14...縦方向フレーム、15...補強部材、16...底枠、17...天枠、21...縦方向外側部、22...奥行方向外側部、23...幅方向外側部、24...奥行方向内側部、25...縦方向内側部、26...貫通孔、27...貫通孔、28...貫通孔、31...縦方向外側部、32...幅方向外側部、33...奥行方向外側部、34...突出片、35...幅方向内側部、36...縦方向内側部、37...貫通孔、38...貫通孔、39...貫通孔、41...幅方向外側部、42...奥行方向外側部、43...幅方向内側部、44...奥行方向内側部、45...縦方向外側部、46...貫通孔、47...貫通孔、51...縦方向外側部、52...奥行方向外側部、53...奥行方向内側部、54...幅方向内側部、55...縦方向外側部、56...幅方向外側部、57...貫通孔、58...貫通孔、61...リベット、62...リベット、63...リベット、64...リベット、65...リベット、71...底枠、72...コーナブラケット、73...縦方向フレーム、81...貫通孔、82...切欠部、83...貫通孔、84...貫通孔、85...貫通孔、86...リベット、87...リベット 11 ... Housing frame structure, 12 ... Width frame, 13 ... Depth frame, 14 ... Vertical frame, 15 ... Reinforcing member, 16 ... Bottom frame, 17.. .Top frame, 21 ... Vertical outer part, 22 ... Depth outer part, 23 ... Width outer part, 24 ... Depth inner part, 25 ... Vertical inner part, 26 ... through hole, 27 ... through hole, 28 ... through hole, 31 ... vertical outer part, 32 ... width direction outer part, 33 ... depth direction outer part, 34 .. Projection piece, 35 ... inner part in width direction, 36 ... inner part in vertical direction, 37 ... through hole, 38 ... through hole, 39 ... through hole, 41 ... outer part in width direction Part, 42 ... outer part in the depth direction, 43 ... inner part in the width direction, 44 ... inner part in the depth direction, 45 ... outer part in the vertical direction, 46 ... through hole, 47 ... through Hole, 51 ... Vertical outer part, 52 ... Depth outer part, 53 ... Depth inner part, 54 ... Width inner part, 55 ... Vertical outer part, 56 .. Width outer part, 57 ... through hole, 58 ... through hole, 61 ... rivet, 62 ... rivet, 63 ... rivet, 64 ... rivet, 65 ... rivet, 71 ... bottom frame, 72 ... corner bracket, 73 ... vertical frame, 81 ... through hole, 82 ... notch, 83 ... through hole, 84 ... through hole, 85 ... through holes, 86 ... rivets, 87 ... rivets

Claims (9)

  1.  横方向のうち幅方向に延びる幅方向フレームと、
     横方向のうち奥行方向に延び、一端部が前記幅方向フレームの一端部に対して締結具を介して接合されている奥行方向フレームと、
     縦方向に延び、一端部が前記幅方向フレームの一端部、及び前記奥行方向フレームの一端部の夫々に対して締結具を介して接合されている縦方向フレームと、
     一方側が前記幅方向フレームの一端部に対して締結具を介して接合され、他方側が前記奥行方向フレームに対して締結具を介して接合されている補強部材と、を備えることを特徴とする筐体フレーム構造。
    A width frame that extends in the width direction of the horizontal direction, and
    A depth-direction frame that extends in the depth direction in the lateral direction and has one end joined to one end of the width-direction frame via a fastener.
    A vertical frame extending in the vertical direction, one end of which is joined to one end of the width frame and one end of the depth frame via fasteners.
    A casing characterized in that one side is joined to one end of the widthwise frame via fasteners and the other side is joined to the depth of the frame via fasteners. Body frame structure.
  2.  奥行方向に並んだ二つの前記幅方向フレーム、及び幅方向に並んだ二つの前記奥行方向フレームの夫々の端部同士を接合することで底枠が形成され、
     奥行方向に並んだ二つの前記幅方向フレーム、及び幅方向に並んだ二つの前記奥行方向フレームの夫々の端部同士を接合することで天枠が形成され、
     前記底枠、及び前記天枠の夫々の四隅同士が四つの前記縦方向フレームを介して接合されていることを特徴とする請求項1に記載の筐体フレーム構造。
    A bottom frame is formed by joining the ends of the two widthwise frames arranged in the depth direction and the ends of the two depth direction frames arranged in the width direction.
    A top frame is formed by joining the ends of the two widthwise frames arranged in the depth direction and the ends of the two depth direction frames arranged in the width direction.
    The housing frame structure according to claim 1, wherein the bottom frame and the four corners of the top frame are joined to each other via the four vertical frames.
  3.  前記締結具は、リベット、ねじ、及びボルトナットの何れかであることを特徴とする請求項1又は2に記載の筐体フレーム構造。 The housing frame structure according to claim 1 or 2, wherein the fastener is any one of a rivet, a screw, and a bolt and nut.
  4.  前記幅方向フレーム及び前記奥行方向フレームは、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせて接合されていることを特徴とする請求項1~3の何れか一項に記載の筐体フレーム構造。 One of claims 1 to 3, wherein the width direction frame and the depth direction frame are joined by superimposing joint pieces formed on both sides along the depth direction and the vertical direction. The housing frame structure described in.
  5.  前記幅方向フレーム及び前記縦方向フレームは、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせて接合され、
     前記奥行方向フレーム及び前記縦方向フレームは、双方に形成された幅方向及び縦方向に沿った接合片同士を重ね合わせて接合されていることを特徴とする請求項1~4の何れか一項に記載の筐体フレーム構造。
    The width direction frame and the vertical direction frame are joined by superimposing the joining pieces formed on both sides along the depth direction and the vertical direction.
    One of claims 1 to 4, wherein the depth direction frame and the vertical direction frame are joined by superimposing joint pieces formed on both sides along the width direction and the vertical direction. The housing frame structure described in.
  6.  前記補強部材の一方側及び前記幅方向フレームは、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせて接合され、
     前記補強部材の他方側及び前記奥行方向フレームは、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせて接合されていることを特徴とする請求項1~5の何れか一項に記載の筐体フレーム構造。
    One side of the reinforcing member and the width direction frame are joined by superimposing joint pieces formed on both sides along the width direction and the depth direction.
    Any of claims 1 to 5, wherein the other side of the reinforcing member and the depth direction frame are joined by superimposing joint pieces formed on both sides along the width direction and the depth direction. The housing frame structure described in item 1.
  7.  前記幅方向フレーム、前記奥行方向フレーム、前記縦方向フレーム、及び前記補強部材は、何れも曲げ加工によって形成されていることを特徴とする請求項1~6の何れか一項に記載の筐体フレーム構造。 The housing according to any one of claims 1 to 6, wherein the width direction frame, the depth direction frame, the vertical direction frame, and the reinforcing member are all formed by bending. Frame structure.
  8.  幅方向及び奥行方向の夫々の寸法が1,000mm以上であることを特徴とする請求項1~7の何れか一項に記載の筐体フレーム構造。 The housing frame structure according to any one of claims 1 to 7, wherein the dimensions in each of the width direction and the depth direction are 1,000 mm or more.
  9.  横方向のうち幅方向に延びる幅方向フレームの一端部と、横方向のうち奥行方向に延びる奥行方向フレームの一端部とを接合する際に、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせて締結具を介して接合する工程と、
     前記幅方向フレームの一端部と前記奥行方向フレームの一端部とを接合した後に、
    縦方向に延びる縦方向フレームの一端部と、前記幅方向フレームの一端部とを接合する際に、双方に形成された奥行方向及び縦方向に沿った接合片同士を重ね合わせて締結具を介して接合し、且つ前記縦方向フレームの一端部と、前記奥行方向フレームの一端部とを接合する際に、双方に形成された幅方向及び縦方向に沿った接合片同士を重ね合わせて締結具を介して接合する工程と、
     前記縦方向フレームの一端部と前記幅方向フレームの一端部とを接合し、且つ前記縦方向フレームの一端部と前記奥行方向フレームの一端部とを接合した後に、補強部材の一方側と前記幅方向フレームの一端部とを接合する際に、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせて締結具を介して接合し、且つ前記補強部材の他方側と前記奥行方向フレームの一端部とを接合する際に、双方に形成された幅方向及び奥行方向に沿った接合片同士を重ね合わせて締結具を介して接合する工程と、を含むことを特徴とする筐体フレーム組立方法。
    When joining one end of the width frame extending in the width direction in the horizontal direction and one end of the depth direction frame extending in the depth direction in the horizontal direction, along the depth direction and the vertical direction formed on both sides. The process of stacking joining pieces and joining them via fasteners,
    After joining one end of the width direction frame and one end of the depth direction frame,
    When joining one end of a vertical frame extending in the vertical direction and one end of the width direction frame, the joining pieces formed on both sides in the depth direction and the vertical direction are overlapped with each other and via a fastener. And when joining one end of the vertical frame and one end of the depth frame, the fasteners formed on both sides are overlapped with each other along the width direction and the vertical direction. And the process of joining through
    After joining one end of the vertical frame and one end of the width frame, and joining one end of the vertical frame and one end of the depth frame, one side of the reinforcing member and the width thereof. When joining one end of the directional frame, the joining pieces formed on both sides along the width direction and the depth direction are overlapped and joined via the fastener, and the other side of the reinforcing member and the depth are joined. A casing characterized by including a step of superimposing joint pieces formed on both sides along a width direction and a depth direction and joining them via fasteners when joining one end of a directional frame. Body frame assembly method.
PCT/JP2020/043633 2020-07-28 2020-11-24 Casing frame structure and method for assembling casing frame WO2022024409A1 (en)

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JPS5262636A (en) * 1975-11-19 1977-05-24 Westinghouse Electric Corp Metal frame device
JP2003078265A (en) * 2001-09-06 2003-03-14 Nitto Electric Works Ltd Frame connection structure of cabinet for accommodating electrical/electronic equipment
JP2011061981A (en) * 2009-09-10 2011-03-24 Fuji Electric Systems Co Ltd Frame assembly structure of closed distribution panel
JP2019033639A (en) * 2017-08-09 2019-02-28 株式会社アマダホールディングス Steel material and manufacturing method thereof

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GB935434A (en) * 1960-03-01 1963-08-28 Alfred Imhof Ltd Improvements in or relating to rigid frameworks for use in constructing racks, cabinets, boxes or the like
JP4369859B2 (en) * 2004-11-25 2009-11-25 新日本製鐵株式会社 Joining metal fittings between members, upper and lower floor vertical frame material joining structure, and joining method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5262636A (en) * 1975-11-19 1977-05-24 Westinghouse Electric Corp Metal frame device
JP2003078265A (en) * 2001-09-06 2003-03-14 Nitto Electric Works Ltd Frame connection structure of cabinet for accommodating electrical/electronic equipment
JP2011061981A (en) * 2009-09-10 2011-03-24 Fuji Electric Systems Co Ltd Frame assembly structure of closed distribution panel
JP2019033639A (en) * 2017-08-09 2019-02-28 株式会社アマダホールディングス Steel material and manufacturing method thereof

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