WO2020040252A1 - Connector, connection structure, and connection method - Google Patents

Connector, connection structure, and connection method Download PDF

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Publication number
WO2020040252A1
WO2020040252A1 PCT/JP2019/032839 JP2019032839W WO2020040252A1 WO 2020040252 A1 WO2020040252 A1 WO 2020040252A1 JP 2019032839 W JP2019032839 W JP 2019032839W WO 2020040252 A1 WO2020040252 A1 WO 2020040252A1
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WO
WIPO (PCT)
Prior art keywords
joining
plate portion
bottom plate
connector
main body
Prior art date
Application number
PCT/JP2019/032839
Other languages
French (fr)
Japanese (ja)
Inventor
義光 中原
裕次郎 中原
Original Assignee
株式会社グリーン・リボーン
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
Priority claimed from JP2019097518A external-priority patent/JP2019206177A/en
Application filed by 株式会社グリーン・リボーン filed Critical 株式会社グリーン・リボーン
Priority to CN201980038114.6A priority Critical patent/CN112236566B/en
Publication of WO2020040252A1 publication Critical patent/WO2020040252A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements

Definitions

  • the present invention relates to a joining tool, a joining structure, and a joining method. More specifically, a joint, a joint structure, and a joint capable of joining members to be joined with higher strength than a joint structure using a conventional joint in a frame assembly method in which a column member and a horizontal member are combined. About the method.
  • Non-Patent Document 1 a so-called feather plate bolt shown in Non-Patent Document 1 has been proposed.
  • a joining tool that can be attracted to each other via a bolt 91.
  • a coach screw 93 is passed through a hole provided in a main body 92, and the coach screw 93 is connected to a column member 94 or a lateral member.
  • a shaft assembly composed of a combination of the column member 94 and the horizontal bridge member 95 is fixed so as not to come off.
  • the present invention has been made in view of the above points, and in a frame assembly method of combining a column member and a horizontal member, a higher strength is provided between members to be joined than a joint structure using a conventional joint tool. It is an object to provide a joining tool, a joining structure, and a joining method that can be joined.
  • the connector of the present invention is formed of a predetermined rigid material, has a bottom plate portion and a required number of side plate portions formed by rising from the bottom plate portion, and in a direction opposite to the bottom plate portion.
  • An opening portion surrounded by the side plate portion is formed, and a main body having a hollow structure having a joint portion to which a joining member can be joined to the outer surface of the bottom plate portion and the side plate portion, and a predetermined rigid material,
  • a support member that has a joint that can be joined to a joining member on an outer surface that is exposed to the outside in the accommodated state, and that can be fixed by contacting the bottom plate or the side plate, or both.
  • the connector of the present invention has a hollow-shaped box shape (a bottomed box shape having an opening) by a main body having a bottom plate portion and a side plate portion formed of a predetermined rigid material, and has a compressive force. , Shearing force, tensile force, and the like (hereinafter, referred to as “external force”). Further, as a joint portion of the main body, for example, through a fastener such as a bolt and a nut (hereinafter, simply referred to as “fastener” in the example) or the like, on the outer surface of the bottom plate or the side plate. The joining member can be joined.
  • a fastener such as a bolt and a nut
  • predetermined rigid material examples include, but are not limited to, a metal material such as stainless steel, and may be a material such as a synthetic resin, carbon fiber, or ceramics, or a combination thereof. Composite material.
  • the number and shape can be appropriately set according to the number and joining direction of the joining members to be joined, for example, three surfaces, four surfaces, or those composed of more than three surfaces,
  • the shape is not limited to this, and may be a shape such as a cylindrical shape or an elliptical cylindrical shape.
  • the “bottom plate portion” is formed in a shape such as a triangle, a quadrangle, or a polygon, a cylinder, or an elliptic cylinder, in accordance with the shape of the side plate.
  • joining member examples include a columnar member arranged above or below the jointing member, and a beam, a girder, etc. arranged in a direction crossing the columnar member.
  • a panel material or the like can be joined to a part of the panel.
  • the joining member include, but are not limited to, wood such as logs and square materials, and are not limited thereto, and may be made of a material such as a metal material, a synthetic resin material, a bamboo material, a stone material, or a combination thereof. It may be a composite material.
  • the connector according to the present invention includes the support, so that the outer surface exposed to the outside in the housed state in the main body serves as a lid plate toward the opening (the direction opposite to the bottom plate).
  • the joining portion can be provided also at the position where is formed.
  • the joining member can be joined to the joining portion on the outer surface via the joining portion (for example, the above-described joining device, etc.), and all the outer surfaces of the joining device ( The joining member can be joined to the outer surface of the bottom plate, the outer surface of the side plate, and the outer surface of the support).
  • the support can be fixed in contact with the bottom plate, the side plate, or both.
  • the fixing for example, an aspect in which the supporting portion provided on the back surface of the lid plate portion and insertable into the main body abuts on the bottom plate portion or the side plate portion, or both of them may be used.
  • a structure in which the periphery of the support is fitted and supported in a notch formed at the opening edge of the main body, or a combination of the above-described structures may be used.
  • the connector according to the present invention which has a three-dimensional structure in which the main body and the support are combined, has improved strength because the main body and the support are integrated as compared with a conventional plate-like connector. For this reason, for example, even when external force due to an earthquake or the like is applied in a state where the connector is disposed between two or more connecting members such as a column member and a horizontal member, the connector is not easily deformed or damaged. Then, the joining members can be joined with high strength.
  • the connector of the present invention has a structure having a hollow region inside, the weight is reduced as compared with a connector having a solid structure. For this reason, the connector of the present invention can reduce long-term stress and short-term stress that occur in a column member on which the connector is disposed at the upper end.
  • the connector of the present invention has a sufficient rigidity and is light in weight, it can reduce stress in various directions such as a horizontal direction caused by an external force such as an earthquake in the disposed column member. Can be reduced.
  • the joining tool of the present invention can separate the main body and the support body, at the time of construction, after the joining member is joined to the main body, the support body joined with the joining member can be attached.
  • the workability is good because it can work.
  • the support has a cover plate portion and a support portion provided on the back surface of the cover plate portion and which can be inserted into the main body, and the support portion contacts the inner surface of the main body in a state of being housed in the main body.
  • the inserted support portion is supported in contact with the inner surface of the main body, so that the deformation suppressing force of the connector can be improved.
  • the “inner surface of the main body” may be either the inner surface of the bottom plate portion or the side plate portion constituting the main body, or may be both inner surfaces.
  • the support portion also serves as a reinforcing material against horizontal load, and can suppress deformation of the main body, particularly the side plate. That is, the support portion can improve the deformation suppressing force of the entire joint.
  • the connector when the joint is formed by a connector insertion hole penetrating in the plate thickness direction, the connector can be inserted into the connector insertion hole, and with this connector, the joining member and the connector are connected. Can be joined.
  • the “connector insertion hole” may be a hole having no processing on the inner surface, or may be a hole into which a female screw is threaded.
  • each plate constituting the outer surface of the connector of the present invention a connector such as a fastener can be inserted, and the outer surface of each plate can be inserted with this connector. Can be joined to the joining member.
  • the joining of the joining members may be performed on all of the plates such as the bottom plate, or may be performed on an outer surface selected from the outer surfaces of the respective plates such as the bottom plate.
  • a pillar material rising from a foundation of a building is joined to an outer surface of a bottom plate portion, a lateral member is joined to an outer surface of a side plate portion, and an outer surface of a support body.
  • An embodiment in which another pillar material arranged in the upward direction is joined.
  • a column material is bonded to the outer surface of the bottom plate portion and the outer surface of the support, respectively, a column material is bonded to the outer surface of the bottom plate portion, and a horizontal member is bonded to the outer surface of the side plate portion.
  • a portion to which a connecting member is to be connected is selected according to a use, such as a mode in which a lateral member is bonded to each of outer surfaces of at least two side plate portions. Can be.
  • the versatility of the connector of the present invention is improved, and it is possible to cope with various uses and construction methods in one form, and the convenience is good.
  • the fixture can be inserted into the fixture insertion hole. The detachment of the attached support can be suppressed.
  • the support does not separate from the main body, it is possible to prevent the joint structure using the joint of the present invention from being damaged even when an external force is applied due to, for example, an earthquake. Also, for example, even when the main body is used in a mode in which the opening is directed sideways or downward, the support can be prevented from coming off. That is, the versatility of the connector of the present invention is further improved, and one embodiment can cope with various uses and construction methods, and is convenient.
  • a joint structure of the present invention includes a bottom plate portion and a required number of side plate portions formed by rising from the bottom plate portion. An opening surrounded by a portion is formed, and a joining member capable of joining a joining member to an outer surface selected from a bottom plate portion and a side plate portion, a main body having a hollow structure, and a predetermined rigid material, A support body that can be housed inside the main body and includes a joint that can be joined to the outer surface exposed to the outside in the housed state, and that can be fixed by contacting the bottom plate or the side plate, or both. A joint, and a plurality of joint members joined via two or more joints selected from a joint of the main body or a joint of the support.
  • the body of the joining tool has a bottom plate portion and a side plate portion formed of a predetermined rigid material, so that the joining device has a box shape of a hollow structure, and is less likely to be deformed by external force. it can.
  • the main body can be joined to the outer surface of the bottom plate or the side plate via a joint.
  • the joining tool since the joining tool has the support, the outer surface exposed to the outside in the state of being housed in the main body becomes a lid plate toward the opening (the opposite direction of the bottom plate), and thereby, A junction can also be provided at the position where the opening is formed.
  • the joining member can be joined to the joining portion on the outer surface of the support through the joining portion (for example, the above-described joining device, etc.).
  • the joining member can be joined to the outer surface (the outer surface of the bottom plate portion, the outer surface of the side plate portion, and the outer surface of the support).
  • this fixing mode includes a mode in which the fixing section is abutted and supported by the support portion that can be inserted into the main body.
  • the connector having a three-dimensional structure in which the main body and the support are combined has improved strength because the main body and the support are integrated as compared with a conventional plate-shaped connector or the like. For this reason, for example, even when external force due to an earthquake or the like is applied in a state where the connector is disposed between two or more connecting members such as a column member and a horizontal member, the connector is not easily deformed or damaged. Then, the joining members can be joined with high strength.
  • the joining structure of the present invention since the joining structure of the present invention has a hollow structure inside the joining device, the weight is reduced as compared with the joining device having a solid structure. For this reason, the joining structure of the present invention can reduce long-term stress and short-term stress that occur in the column member on which the joining tool is disposed at the upper end. In other words, since the weight of the connector is reduced while having sufficient rigidity, it is possible to reduce the stress in various directions such as the horizontal direction caused by an external force such as an earthquake in the disposed column member. it can.
  • the joining structure of the present invention can separate the main body and the support of the joining tool, at the time of construction, after joining the joining member to the main body, the support joined with the joining member can be attached, Workability is good because work can be performed in separate steps.
  • the joining structure of the present invention is such that a plurality of joining members are joined to two or more outer surfaces selected from the outer surface of the bottom plate portion, the outer surface of the side plate portion, or the outer surface of the support,
  • a frame such as a pillar in a building can be configured.
  • the “joining portion” for example, a screw member in which a male screw is formed on the shaft portion is provided on one of the joint members and the joining member, and the other is a screw member on which the screw member can be screwed.
  • a hole is provided is exemplified, the present invention is not limited to this, and various known connecting devices can be applied.
  • predetermined rigid material “side plate portion,“ bottom plate portion ”, and“ joining member ”have the same meanings as in the description of the joining tool described above, and the explanation will be omitted.
  • the joining tool when the joining tool is covered with the joining member, the appearance of the joining structure is improved, and the fire resistance can be improved.
  • the joining structure of the present invention is configured such that the joining tool is made of metal and the joining member is made of wood and is exposed to the indoor space, the joining tool is covered with the joining member, and thus the joining structure of the present invention is formed.
  • the joining structure is made of a joining member made of metal and a joining member made of wood, and the joining device is exposed to an outer surface, in case of a fire, a direct flame should not be applied even when the room is under a high-temperature atmosphere.
  • the joining member is gradually carbonized from the surface and does not immediately collapse, but the joining tool becomes hot in a short time.
  • the high-temperature joint device carbonizes the joint surface of the joining member that abuts and the vicinity thereof, and the joint surface near the carbonized joint device cannot support the load of the entire joint structure. As a result, there is a tendency that the damage near the connector occurs earlier than the total damage due to the combustion of the joint member, leading to the collapse of the building.
  • the joining device since the joining device is covered by the joining member, the joining device can be prevented from becoming hot even in a fire, and the joining device can be quickly damaged than the joint member is damaged by burning. Damage to the nearby portion can be suppressed.
  • the joint is covered by the joint member '' is a design in which the joint does not appear in the appearance by the joint member, for example, the size of the joint may be set smaller than the joint surface of the joint member, Notch the surface to join the joining members into an appropriate shape, close the edge of the notch so that no opening leading to the joint is formed at the joint, set so that the joint is hidden by this notch etc. May be.
  • the wooden frame construction method using the joining structure of the present invention can be applied to a building. Then, for example, when the joining structure of the present invention is configured to be exposed to the indoor space, it is possible to provide calm and healing of wood or an elegant appearance in the installation space.
  • the connecting portion has a structure in which a connector insertion hole penetrating in the plate thickness direction is formed and the joining member and the connector are joined by the connector inserted through the connector insertion hole
  • the joining member can be joined to the outer surface of the bottom plate or the like by the connecting tool inserted through the insertion hole.
  • the terms “connector insertion hole” and “connector” have the same meaning as the description of the connector described above, and a description thereof will be omitted.
  • the joining of the joining members may be performed on all of the bottom plate portion or the like, or may be performed on two or more outer surfaces selected from the outer surfaces of the bottom plate portion or the like.
  • a pillar material standing from the foundation of the building is joined to the outer surface of the bottom plate portion, a lateral member is joined to the outer surface of the side plate portion, and A mode in which another pillar material arranged in the direction is joined.
  • a mode in which a column material is bonded to the outer surface of the bottom plate portion and the support body a mode in which a column material is bonded to the outer surface of the bottom plate portion, and a mode in which a lateral member is bonded to the outer surface of the side plate portion
  • a portion for joining the joining members can be selected according to the application, such as a mode in which a lateral member is joined to each of the outer surfaces of at least two side plate portions.
  • the joining structure of the present invention is a structure that can selectively join the joining members according to the application and the construction method, and has improved versatility and good convenience.
  • the connecting tool is a screw member having a male screw formed on the shaft portion
  • the joining member has a screw hole for screwing the screw member on a joint surface with the joining tool, and a screw hole opening.
  • one of the problems is that the wood is generally weak in compression and has a shearing force (connecting surface) at a joining surface with a joining tool having a predetermined rigidity (eg, a wood opening surface, which is relatively soft).
  • a joining tool having a predetermined rigidity (eg, a wood opening surface, which is relatively soft).
  • the joining tool may deform the joining surface of the joining member due to compressive stress, and it has been difficult to increase the initial rigidity.
  • the peripheral portion comes into contact with the outer surface of the joining tool, so that even when a shearing force is applied to the joining member.
  • the outer surface of the hard joint receives the stress at the peripheral portion without penetrating into the soft wood edge, the rigidity of the portion is improved and the deformation of the joint surface can be suppressed.
  • the joint of the joint structure of the present invention is formed by a screw member and a screw hole, higher pull-out strength can be obtained by improving the rigidity of the peripheral portion and suppressing deformation of the joint surface as described above.
  • screw member in which the male screw is formed on the shaft portion examples include a bolt and a screw, but are not limited thereto, and may be a cut bolt or the like.
  • the “projection from the joint surface” includes, for example, an embodiment in which the joint member protrudes 0.5 mm from the joint surface (eg, a cut edge surface) of the joining member, but is not limited thereto, and projects from about 0.1 mm to 5 mm. It may be an aspect. If the thickness is less than 0.1 mm, the effect of suppressing the deformation of the joint surface is difficult to appear, which is not preferable. On the other hand, if it exceeds 5 mm, it is not preferable because stress may be concentrated in the vicinity of the peripheral portion because it is too far from the outer surface of the connector.
  • formed of a rigid material having the same or higher strength as that of the main body or the support means, for example, that the same constituent material as the main body or the support is used for the constituent material of the peripheral portion, but is not limited thereto. Instead, a component harder than the main body or the support may be used as the component of the peripheral portion. In addition, it does not exclude the use of a component that is slightly softer (lower in rigidity) than the main body or the support as a component of the peripheral portion, but is not preferable in view of the above-described effect of suppressing deformation of the joint surface. .
  • the connecting member has a connecting shaft protruding in a direction opposite to the connecting member on the connecting surface with the connecting tool, and a strength around the base end on the connecting surface of the connecting shaft, which is equal to or greater than the outer surface of the main body or the support.
  • the joint is formed by the provided peripheral portion. The initial rigidity of the surface is improved, and the deformation of the joint surface of the joint member can be suppressed when stress is generated in a direction intersecting the axial direction of the connection member.
  • the joining portion of the joining structure of the present invention is formed by a connecting shaft and a nut on which a male screw is formed, a higher pull-out strength can be obtained by improving the rigidity by the above-described peripheral portion and suppressing deformation of the joining surface.
  • substantially flush means not only a mode in which the front end face of the peripheral portion is higher than the joining face by about 0.1 mm to 5 mm but also a case in which it is completely flush with the joining face.
  • the joining operation is completed only by attaching a fastener such as a nut to the connection shaft after passing the tip of the connection shaft provided in advance on the joining surface through the connector insertion hole formed on the joint side.
  • a fastener such as a nut
  • each connecting shaft can be inserted into each connecting device through hole at once, thereby simplifying the operation. And the workability is further improved.
  • the joining method of the present invention has a bottom plate and a side plate formed of a predetermined rigid material, and an opening surrounded by the side plate in a direction opposite to the bottom plate is formed.
  • the joining device since the main body of the joining tool has a bottom plate portion and a side plate portion formed of a predetermined rigid material, the joining device has a box shape having a hollow structure, and is less likely to be deformed by external force. it can.
  • the main body can be joined to the outer surface of the bottom plate or the side plate via a joint.
  • the joining tool since the joining tool has the support, the outer surface exposed to the outside in the state of being attached to the main body becomes a cover plate toward the opening (the opposite direction of the bottom plate). A junction can also be provided at the position where the opening is formed.
  • the joining member can be joined to the joining portion on the outer surface of the support via this joining portion (for example, the above-mentioned connecting device, etc.). (The outer surface of the support member, the outer surface of the side plate portion, and the outer surface of the support).
  • the support can be attached to the main body, and the mode of the attachment is, as described above, an aspect in which the support is abutted and supported by the support portion that can be inserted into the main body.
  • the connector having a three-dimensional structure in which the main body and the support are combined has improved strength because the main body and the support are integrated as compared with a conventional plate-shaped connector or the like. For this reason, according to the joining method of the present invention, for example, even if external force due to an earthquake or the like is applied in a state where the joining tool is disposed between two or more joining members such as a column member and a horizontal member, The joint members can be continuously joined with high strength without being easily deformed or damaged.
  • the joining structure of the present invention has a hollow structure inside the joining device, the weight is reduced as compared with the joining device having a solid structure. Therefore, according to the joining method of the present invention, it is possible to reduce long-term stress and short-term stress that occur in the column member on which the joining tool is disposed at the upper end. In other words, since the weight of the connector is reduced while having sufficient rigidity, it is possible to reduce the stress in various directions such as the horizontal direction caused by an external force such as an earthquake in the disposed column member. it can.
  • the joining method of the present invention since the main body and the support of the joining tool can be separated, at the time of construction, after joining the joining member to the main body, it is possible to attach the support joined with the joining member.
  • the workability is good because the work can be performed in separate steps.
  • the plurality of joining members are attached to two or more outer surfaces selected from the outer surface of the bottom plate portion, the outer surface of the side plate portion, or the outer surface of the support (cover plate portion).
  • a frame such as a pillar in a building can be formed.
  • predetermined rigid material side plate portion”, “bottom plate portion”, “joining member”, and “joining portion” have the same meaning as in the description of the joining tool and the joining structure performed earlier. It is used and the description is omitted.
  • a joining tool which can join between members to be joined with higher strength than a joining structure using a conventional joining tool, a joining structure, And a joining method can be provided.
  • FIG. 1A and 1B show an embodiment of a connector according to the present invention, wherein FIG. 1A is a perspective view seen from above, and FIG. FIG. 2A is a perspective view seen from above, and FIG. 2B is a perspective view seen from below.
  • FIG. 2A is a plan view
  • FIG. 2B is a cross-sectional view taken along line AA in FIG. 2B.
  • FIG. 2A is a cross-sectional view taken along a line BB in FIG. 2B
  • FIG. 2B is a cross-sectional view taken along a line CC in FIG. 2B.
  • FIG. 2A is a perspective view seen from above, and FIG. 2B is a perspective view seen from below.
  • FIG. 2 is a front view explanatory view showing a fixing structure of a main body and a support in the connector shown in FIG. 1 and showing an attachment state of the connector and a joining member.
  • It is a perspective view which shows the joining structure of this invention, (a) is the aspect in which the joining member was joined to all six surfaces, (b) is the aspect in which the joining member was joined to the total of five surfaces of three side surfaces and upper and lower surfaces. , (C) shows an embodiment in which a joining member is joined to a total of three surfaces, two side surfaces and a lower surface.
  • 7A is an exploded perspective view viewed from above
  • FIG. 7B is an exploded perspective view viewed from below.
  • FIG. It is the perspective view which looked at the joining member shown in FIG.
  • FIG. 7A is a partially enlarged explanatory view of a joint portion between a cover plate portion and a joint member illustrated in FIG. 6. It is explanatory drawing which shows the processing procedure of the joining surface side of the joining member shown in FIG. It is a flowchart which shows the formation procedure of the joining surface of a joining member.
  • the modification of this invention is shown, (a) is the aspect (modification 1) in which the arrangement
  • FIG. 9 shows a modification of the present invention, in which the arrangement of the side plate portions of the connector is circular in plan view (Modification 3).
  • 13 shows a modification of the present invention, and is another mode (Modification 4) of the joining surface of the joining member.
  • FIG. 13 is a perspective view illustrating another aspect (Modification 5) of the joining member according to the present invention, as seen from the joining surface side of the joining member.
  • FIG. 18 is a partially enlarged explanatory view showing a joint where the joining member shown in FIG. 17 is applied to the lid plate shown in FIG. 6.
  • FIG. 13 is a partially enlarged explanatory view showing another embodiment (modified example 6) of the joining member according to the present invention, showing a joining portion where the joining member is applied to the cover plate portion shown in FIG. 6.
  • 1A and 1B show a conventional technique described in Non-Patent Document 1, in which FIG. 1A is a perspective view of a blade bolt, and FIG.
  • the joining structure 1 includes a joining tool 2 and a joining member 3.
  • the joining tool 2 and the joining member 3 will be described in detail below.
  • the connector 2 is a cube having a shape with a chamfered corner, and includes a main body 21 and a support 23.
  • the joining tool 2 is made of stainless steel, but may be another rigid material as described above.
  • the “rigid material” is preferably a material having resistance to deformation and weather resistance.
  • the main body 21 includes a bottom plate portion 211 and four side plate portions 212a, 212b, 212c, and 212d (hereinafter, referred to as "212a to d" when collectively described) which stand upright from the periphery of the bottom plate portion 211.
  • the bottom plate 211 has a hollow structure in which the opposite direction is open (the portion is hereinafter referred to as “opening 215”).
  • the bottom plate portion 211 and the side plate portions 212a to 212d have flat outer surfaces except for chamfered corners.
  • the upper chamfered portions 216a, 216b, 216c, and 216d are formed in the regions along the openings 215 of the side plate portions 212a to 212d. More specifically, an upper chamfered portion 216a is formed on the side plate portion 212a, an upper chamfered portion 216b is formed on the side plate portion 212b, an upper chamfered portion 216c is formed on the side plate portion 212c, and an upper chamfered portion 216d is formed on the side plate portion 212d. Have been.
  • the lower side chamfered portions 217a, 217b, 217c, and 217d are formed on the sides of the side plate portions 212a to 212d along the bottom plate portion 211. More specifically, a lower chamfered portion 217a is formed on the side plate portion 212a, a lower chamfered portion 217b is formed on the side plate portion 212b, a lower chamfered portion 217c is formed on the side plate portion 212c, and a lower chamfered portion 217d is formed on the side plate portion 212d. Have been.
  • a screw hole 218 for a fixture to which a fixture 5 to be described later can be attached is formed (a total of eight) (see FIG. 2).
  • the fixing tool 5 is a member for fixing the support body 23 so as not to be detached from the main body 21.
  • a set screw is employed (see FIG. 6), but the present invention is not limited to this.
  • Various members such as set screws may be used as long as the body 23 can be fixed undetachably.
  • the fixing screw hole 218 is a hole formed by threading a female screw in the hole wall, penetrates from the outer surface to the inner surface of the side plate portions 212a to 212d, and is formed at a position overlapping with a rib 214a to be described later. (Especially, see FIGS. 2A and 3A).
  • Each of the fixing screw holes 218 is formed in a direction orthogonal to the upper chamfered portions 216a to 216d or the lower chamfered portions 217a to 217d.
  • the direction of the holes provided with the upper chamfered portions 216a to 216d is as follows. , Downwardly inclined toward the center of the main body 21, and the direction of the holes provided with the lower chamfered portions 217a to 217d is upwardly inclined toward the center of the main body 21 (particularly, see FIG. 4A). .
  • the screw hole 218 for a fixture is used for joining the joining tool 2 and the joining member 3.
  • a connection part such as a reinforcing material such as a vertical brace, and it can be used for reinforcing the joint structure 1 and the like.
  • Each of the corners has a chamfered portion in the vertical direction (reference numerals are omitted).
  • a preliminary hole 219 which penetrates inward and outward of the main body 21 and is formed by threading a female screw in a hole wall, is formed substantially at the center in the height direction of each vertical chamfered portion.
  • the preliminary hole 219 is not used directly for joining the joining tool 2 and the joining member 3, but it is necessary, for example, between the joining tool 1 and another joining tool 2 at a diagonal position in the joining structure 1. Accordingly, it is a hole to which a connection part such as a reinforcing material such as a horizontal brace can be attached, and can be used for reinforcing the joint structure 1 or the like.
  • a connection part such as a reinforcing material such as a horizontal brace
  • Connector insertion holes 213 penetrating in the thickness direction are formed in the bottom plate portion 211 and the side plate portions 212a to 212d.
  • the connector insertion holes 213 are formed one by one in each corner direction (a total of four places) in the bottom plate portion 211 and the like.
  • Each connection tool insertion hole 213 is a hole having no processing on the inner surface, and is formed to have a slightly larger diameter than a shaft portion of a connection bolt to be described later. I'm trying not to come out.
  • ribs 214a, 214b, 214c, 214d extend from the inner surface of each of the side plate portions 212a to 212d along a part of the upper surface of the bottom plate portion 211. "Etc.) are formed. That is, one rib (four in total) is formed in the inner space of the main body 21 for each side plate portion.
  • the rib 214a has a substantially L-shape formed in the height direction of the inner surface of the side plate portion 214a (from the opening 215 to the upper surface of the bottom plate portion 211).
  • the end face of the rib 214a facing the center of the inner space of the main body 21 has a shape that hangs down in the vertical direction and is inclined downward in the middle toward the center of the bottom plate 211. Since the ribs 214b to 214d have the same configuration, the individual description is omitted.
  • the support 23 has a cover plate portion 231 and a support portion 232 that is provided on the inner surface of the cover plate portion 231 and that can be inserted into the internal space (hollow region) of the main body 21.
  • the cover plate 231 has a flat outer surface, a size capable of closing the opening 215 of the main body 21 (that is, the direction facing the bottom plate 211), and is slightly smaller than the bottom plate 211 and the side plates 212a to 212d. It is formed to have a large thickness (about 1.5 to 1.6 times the thickness of the bottom plate and the like).
  • the cover plate portion 231 has a substantially square shape in a plan view, and a first cutout portion 233 having a shape depressed in the center direction of the cover plate portion is formed at a substantially central portion of each side, and each of the first cutout portions 233 is It is configured to be able to engage with the upper ends of the ribs 214a to 214d formed in the opening 215 of the main body 21.
  • the cover plate portion 231 is formed with a connector insertion hole 234 penetrating in the plate thickness direction.
  • the connector insertion holes 234 are formed in the lid plate portion 231 one by one from the center toward each corner (total of four locations).
  • the connector insertion holes 234 are arranged such that the axial direction of each hole does not overlap the support portion 232.
  • connection tool insertion hole 213 is a hole that is not processed on the inner surface, is formed to have a slightly larger diameter than a shaft portion of a connection bolt to be described later, and does not rattle with the inserted shaft portion. It is like that.
  • the support portion 232 has a substantially cruciform shape in which adjacent pieces are orthogonal to each other at the axis.
  • the support portion 232 has such a length that the front end surface 235 is in contact with the upper surface of the bottom plate portion 211, and has a width such that each side end surface (side end surface 236) is in contact with the end surfaces of the ribs 214a to 214d.
  • the support portion 232 has a second cutout portion 237 and a third cutout portion 238 formed in each piece so as to be inclined in the axial direction.
  • the second notch 237 is formed in the vicinity of the place where the second notch 237 is fixed to the cover plate 231.
  • the support portion 232 has a shape cut out in the direction of the central axis, and the deepest corner portion of the second notch portion is formed at a substantially right angle.
  • the third notch 238 is formed at the tip of the support 232 in the axial direction, and is inclined from the side end surface 236 toward the front end surface 235.
  • the third notch is provided in a shape that is abutted and supported on the inclined end surface below the ribs 214a to 214d (in other words, the inner surface of the main body 21) when the support portion 232 is inserted into the main body 21. Have been.
  • connection bolt 4 having a shaft portion 41 in which a male screw is threaded in a longitudinal direction and having a hexagonal screw head is used.
  • the joining member 3 includes pillar members 31a and 31b (hereinafter, referred to as "31a-b" when collectively described), which are polished logs of solid materials, and horizontal members 32a, 32b, 32c, and 32d (hereinafter, collectively). At the time of description, it is constituted by “32a to d”), and by combining with the joint 2, the wooden frame construction method can be applied to the building.
  • both end faces that is, the cut ends
  • constitute a joining surface 35 and serve as a joining portion with the joining tool 2.
  • the joining surface 35 will be described in detail below.
  • the column members 31a-b and the horizontal members 32a-d are polished logs made of solid wood, and a spine split 33 having a predetermined depth and a predetermined length from a wooden edge is formed to prevent cracks due to drying. .
  • the joining members 3 are joined to all surfaces of the joining tool 2.
  • the joining member 3 is a bottom plate of the joining tool 2. From among the outer surface of the portion 211, the outer surface of the side plate portions 212a to 212d, or the outer surface of the cover plate portion 231, it can be joined to two to five outer surfaces desired and selected by a constructor or the like.
  • the lateral member 32a is provided on the side plate portion 212a
  • the lateral member 32b is provided on the side plate portion 212b
  • the lateral member 32c is provided on the side plate portion 212c
  • the column member 31a is provided on the cover plate portion 231.
  • the column member 31b is joined to the bottom plate portion 211, respectively.
  • the lateral member 32b is joined to the side plate portion 212b
  • the lateral member 32c is joined to the side plate portion 212c
  • the column member 31b is joined to the bottom plate portion 211, respectively.
  • the column members 31a-b and the horizontal members 32a-d are formed with a cut surface 34 that is cut at a predetermined angle from the peripheral surface in the vicinity of the cut edge toward the cut surface, which is the joining surface.
  • a total of four cut surfaces 34 are formed from four directions so that the joining surface is square.
  • each cut surface 34 is formed with a single notch groove 341 that extends along the entire length of the cut surface 34 along the slope substantially at the center in the width direction (see FIG. 9).
  • the cut surfaces 34 are formed, when the column members 31a-b or the horizontal members 32a-d are joined to the joining tool 2, the adjacent cut surfaces of the column members 31a-b and the horizontal members 32a-d are formed. 34 are substantially opposed to each other, and the front end side is in close contact, so that the vicinity of the joint surface cannot be seen (that is, the joint member 2 is covered by the joint member 3) as in the splicing method.
  • the notch groove 341 is formed in advance or after joining with the joining tool 2, and the fixing tool screw hole 218 and the spare hole 219 of the joining tool 2 hidden by joining the column members 31 a-b or the horizontal members 32 a-d are formed. Is a position and depth at which the hole of (a) can be used to insert the fixing device 5, and is as narrow as possible (slightly wider than the fixing device 5) so as not to impair the aesthetic appearance of the column member 31 a or the like. (See especially FIGS. 6, 8 and 9).
  • the diameter of the opening of the joining member 3 is about 1.2 to 2 times the length and width of the joining member 2. If the ratio is less than 1.2 times, the joining member 2 is hardly covered by the joining member 3, which is not preferable. On the other hand, if it exceeds twice, the difference in the area ratio of the joining surface of the joining tool 2 and the joining member 3 to the entire joining surface of the joining member 3 becomes large, and the joint member 3 cannot fully resist external forces such as shearing force. This is because the bonding strength may be reduced.
  • FIG. 9 shows the joint surface 35 of the horizontal member 32a, the joint surfaces formed on both end surfaces of the column members 31a to 31b and the horizontal members 32a to 32d are substantially common. , Individual description is omitted. Since the horizontal member 32a is a natural material, it has some size such as thickness, but the arrangement of the screw holes 36 for the connector for inserting the connection bolts 4 described later is the same.
  • the joint surface 35 is substantially square in a front view, and the end of the cutout groove 341 appears at the approximate center of each side.
  • the end of the spine split 33 appears vertically from the upper side of the joining surface 35 to the center of the joining surface 35.
  • the joint surface 35 is formed with a screw hole 36 for the connector along the axial direction of the horizontal member 32a.
  • the connection tool screw holes 36 are formed on the joint surface 35 one by one in each corner direction (a total of four places). Then, the arrangement of the screw holes 36 for each connector is configured to overlap and communicate with each connector insertion hole 213 formed in the side plate portion 212a of the connector 2 (see especially FIGS. 6 and 9). .
  • the screw hole 36 for a connector is formed by a long nut 361 fitted in a fixing hole 351 formed in the joint surface 35.
  • the long nut 361 is attached so that its base end protrudes by about 0.5 mm from the joint surface 35, and the protruding end surface of the long nut 361 constitutes the aforementioned "peripheral portion having a predetermined width" (hereinafter, referred to as a "peripheral portion").
  • the end face of the long nut 361 that appears on the joint surface 35 is referred to as a “peripheral portion 362”).
  • the long nut 361 is made of stainless steel, and is a rigid material having the same strength as the stainless steel constituting the main body.
  • a long shaft portion 363 having a male screw threaded on the peripheral surface is continuously provided on the side opposite to the peripheral edge portion 362 of the connector screw hole 36.
  • the long shaft portion 363 is inserted to the depth of the fixing hole 351, and the outer surface of the long shaft portion 363 and the inner surface of the fixing hole 351 are fixed with an adhesive P.
  • the fixing hole 351 has a recessed portion 352 formed by spirally recessing the inner surface at least in a region where the long shaft portion 363 is inserted with a pressing force that does not cut the wooden fiber.
  • the joining member 3 (specifically, the column member 31a is attached to the bottom plate portion 211 and the horizontal members 32a to 32d) are attached to the bottom plate portion 211 and the four side plate portions 212a to 212d of the main body 21 of the joining device 2. Is brought into contact with the joining surface 35 of the side plate portions 212a to 212d).
  • connection bolt 4 is inserted into the main body 21, the shaft 41 is inserted into the connector insertion hole 213, and the shaft 41 is taken out of the main body 21.
  • the joining member 3 (specifically, the column member 31b) is joined to the outer surface of the cover plate portion 231 of the support 23 by the same method. Then, the support body 23 to which the bonding member 3 is bonded allows the support portion 232 to be inserted from the opening 215 of the main body 21 to the inner space of the main body 21.
  • the inserted support portion 232 is supported in the main body 21 with the front end surface 235 and the side end surface 236 in contact with each other. More specifically, in the main body 21, the front end surface 235 of the support portion 232 abuts on the upper surface of the bottom plate 211, and the side end surface 236 of the support portion 232 and the third notch are provided on the end surfaces of the ribs 214 a to 214 d in the main body 21. 238 abut.
  • the fixing tool 5 After attaching the main body 21 and the support 23, the fixing tool 5 is screwed into each of the fixing screw holes 218 of the main body 21 and tightened all the way. As a result, the tip of each fixture 5 comes into contact with the second cutout portion 237 or the third cutout portion 238 of the support portion 232, and the support body 23 is fixed so as not to fall off from the main body 21. In addition, the pressing with the fixing tool 5 prevents rattling between the main body 21 and the support portion 232.
  • the method for processing the joining surface of the joining member includes a “fixing hole forming step S1” and a “joining portion forming step S2”. Since the fixing hole forming step S1 includes the “accommodating section forming step”, the fixing hole forming step S1 is hereinafter referred to as “fixing hole forming step S1 / accommodating section forming step”. Each step will be described in detail below mainly with reference to FIGS.
  • the fixing hole forming step S1 / accommodating section forming step includes a base hole forming step S1-1 and a depression forming step S1-2 for forming the fixing hole 351 (see FIG. 13).
  • a basic hole 353 having a predetermined depth is formed on the bonding surface 35 of the bonding member 3 in a direction substantially the same as the fiber direction D1 of the wood.
  • the base hole 353 forms a housing portion 354 having an enlarged hole diameter in a portion near the joint surface 35 (see FIGS. 12A and 13).
  • the base hole 353 and the housing 354 are formed by the hammer drill 6 having the drill blade 61.
  • the drill blade 61 is a combination of a cylindrical large-diameter drill blade 612 having a through-hole (not shown) in the long axis direction and a small-diameter drill cone 611. Then, the small-diameter drill bit 611 is inserted into the insertion hole of the large-diameter drill blade 612, and the large-diameter drill bit 612 is fixed to the base end side (the hammer drill 6 side) of the small-diameter drill bit 611.
  • the large-diameter drill bit 612 and the small-diameter drill bit 611 are detachable.
  • the base hole 353 is formed only with the small-diameter drill bit 611, and then the large-diameter drill bit 612 is attached to form the receiving section 354.
  • Either a method of use or a method of simultaneously forming the base hole 353 and the accommodation portion 354 in a state where the large-diameter drill blade 612 and the small-diameter drill bit 611 are integrally fixed can be selected.
  • ⁇ Dent part forming step S1-2> In the depression forming step S1-2 shown in FIG. 13, the fixing hole forming tool 7 is pushed into the base hole 353 while rotating in the forward direction, and the fixing hole forming tool 7 is pulled out in the reverse rotation, thereby removing the inner surface of the base hole 353. Is formed spirally to form a recessed portion 352.
  • the recess 352 is formed by a hammer drill 6 to which a fixing hole forming tool 7 is attached (see FIG. 12B).
  • the inside of the fixing hole 351 is cleaned with a metal roll brush (not shown) or the like, and compressed air is blown into the fixing hole 351 with an air gun (not shown) to remove wood chips. I do.
  • the fixing hole forming tool 7 includes a shaft portion 71 and a spiral ridge portion 72 formed at a predetermined pitch on a peripheral surface of the shaft portion 71, as shown in FIG.
  • the ridge portion 72 has a mountain-shaped cross section, a non-sharp tip, and is formed smoothly in the ridgeline direction.
  • the chamfering is performed with the tip being flat as the “non-sharp shape”, for example, the tip may be rounded.
  • the inner surface of the base hole 353 is spirally formed with a pressing force that does not cut the fiber of the joining member 3.
  • a fixing hole 351 having a concave portion 352 can be formed.
  • the fixing hole forming tool 7 has a length of the shaft portion 71 of 380 mm, a pitch of the ridge portions 72 of 11 mm, a diameter of 22 mm on the peak side and a diameter of 16 mm on the valley side, but is not limited to this dimension. It can be appropriately changed according to the size of the joining member or the joining tool.
  • the pitch of the ridges 72 is preferably in the range of 10 mm to 12 mm.
  • the ratio of the diameter of the ridge side (projecting ridge) to the diameter of the valley side is preferably in the range of 12: 9 to 10: 7, and more preferably 11: 8.
  • the reason for this is that if the difference between the diameter of the hill side and the diameter of the valley side becomes large, the bite of the ridge portion into the inner surface of the foundation hole becomes large and the wood fiber is cut, which is not preferable. This is because the anchor effect is reduced, which is not preferable.
  • the fixing hole 351 can be formed on the joint surface 35, and in addition, the base hole 353 of the fixing hole 351 is oriented in the fiber direction D1 of the wood. By being formed along, the highest tensile strength can be obtained after processing.
  • the fixing hole 351 communicates with the base hole 353 and the depression 352 formed in a direction intersecting with the direction of the wood fiber, and the adhesive that has entered the depression 352 hardens, thereby providing an anchor effect described later. Occurs.
  • the depression 352 is formed with the above-described pressing force, cracks do not occur or hardly occur in the tree structure around the fixing hole 351. Furthermore, the tree structure is compressed and densified, and the strength of the depression 352 is improved.
  • the hammer drill 6 having the above-described drill blade 61 is used.
  • the present invention is not limited to this.
  • Other equipment or steps may be used as long as the base hole 353 and the housing 354 can be formed, for example, by performing the step of forming the hole and the housing at the same time. The same applies to the equipment for pushing the fixing hole forming tool 2.
  • the bonding part forming step S2 includes an adhesive injection step S2-1, a long shaft part insertion step S2-2, and an adhesive curing step S2-3 (see FIG. 13).
  • FIG. 13 shows the flow of the adhesive injection step S2-1 and the long shaft portion insertion step S2-2, any of the steps may be performed first, and the order of the steps may be changed. Is also good.
  • the adhesive injecting step S2-1 shown in FIG. 13 is performed by injecting a predetermined amount of the adhesive P into the fixing hole 10, thereby preparing for fixing the long shaft portion 363 described later to the fixing hole 351. Is ready.
  • the adhesive P is injected using a caulking gun 8 or the like having a nozzle 81 having a length reaching the depth of the fixing hole 351, and is preferably injected into the depth of the fixing hole 351 (FIG. 12C). reference).
  • the adhesive P is a mixture of an epoxy resin as a main component and a curing agent (having an effect of penetrating wood and hardening a penetrated portion), but other known adhesives may be used.
  • the "predetermined amount" is the size of the fixing hole 351
  • the amount of the adhesive P to be injected is preferably about 100 cc. According to the knowledge of the inventor, with this amount, it does not sufficiently spread to the gap between the inserted long shaft portion 363 and the fixing hole 351 and does not leak out from the opening of the fixing hole 351 in a large amount.
  • the long shaft portion inserting step S2-2 shown in FIG. 13 is performed by inserting the long shaft portion 363 into the fixing hole 351.
  • the long nut 361 and the long shaft portion 363 are not fixed to the joining member 3.
  • the long axis portion 363 is smaller in diameter than the fixing hole 351, and the insertion of the long axis portion 363 causes a gap between the long axis portion 363 and the inner surface of the fixing hole 351 to be filled with the adhesive P. (See FIGS. 10 and 11).
  • the connector screw hole 36 is formed by a long nut 361, and a long shaft portion 363 is threadedly connected to a leading end of the long nut 361. Nuts (symbols omitted) are screwed to the front end side of the long nut 361, and each nut is fastened by a double nut method so as not to be loosened.
  • the height adjustment plate has a thickness of 0.5 mm (that is, the same thickness as a desired protrusion height), and has a required number of holes, each hole having a diameter slightly larger than the long nut 361. It was done.
  • ⁇ Adhesive curing step S2-3> In the adhesive curing step S2-3 shown in FIG. 13, the adhesive P filled between the inner surface of the fixing hole 351 and the outer surfaces of the long shaft portion 363 and the long nut 361 is cured after a predetermined time has elapsed ( Curing).
  • the long shaft portion 363 and the long nut 361 are fixed to the fixing hole 10, and particularly, the adhesive P that has hardened by entering the helical recess 352 exerts an anchoring effect on wood tissue around the fixing hole 351. be able to.
  • the unevenness of the screw formed on the peripheral surface of the long axis portion 363 exerts an anchor effect with the cured adhesive P, and the pull-out strength is further improved (see FIGS. 10 and 11).
  • the fitting nut 35 allows the connection surface 35 to be provided with the connection tool screw hole 36 and the peripheral edge portion 362 to be provided around the connection tool screw hole 36.
  • the bonding surface 35 having the screw hole 3 for the connecting tool can be formed in each step.
  • the wood edge of wood is generally vulnerable to compression, and the metal joint may deform the wood edge due to the generated compressive stress, making it difficult to increase the initial rigidity.
  • the joining member 3 has the above-described peripheral edge portion 362 projecting slightly higher than the joining surface 35, a portion of the joining portion between the joining tool 2 and the joining member 2 that comes into contact with each outer surface of the joining tool 2 is provided. , Instead of the joining surface 35.
  • a male screw is formed in the longitudinal direction of the peripheral surface, but a large number of protrusions are provided radially from the long shaft portion, or a large number of depressions are provided in the long shaft portion. It is only necessary to form various shapes and the like on the peripheral surface of the long axis portion, and to exclude a smooth shape having no unevenness on the peripheral surface of the surface of the long axis portion. is not.
  • the above-mentioned long nut 361 is fastened by the double nut method so as not to be loosened.
  • the long nut in which a screw is provided with a resin for preventing loosening, or the base end side is further expanded in a flange shape. It is sufficient that the connection between the long shaft portion 363 and the long nut 361 does not come off, such as a nut.
  • the joint structure 1 has the following excellent effects. That is, in the joining structure 1, since the bottom plate portion and the side plate portions constituting the main body 21 of the joining tool 2 are rigid and have a bottomed box shape having a hollow region therein, an external force transmitted via the joining member 3 is provided. Can be suppressed. Further, by attaching the support body 23 to the main body 21, the connector 2 has a three-dimensional structure in which a plate is disposed on the entire surface. Compared with a conventional plate-shaped connector, the bottom plate portion 211 and the side plate portions 212a to 212d are provided. The rigidity is improved by integrating the cover plate portion 231 and the cover plate portion 231.
  • the support 23 has a support portion 232 that can be inserted into the main body 21, and the support portion 232 in the inserted state is supported by the ribs 214 a to 214 d inside the main body 23, the contact
  • the rear ribs 214a to 214d and the support portion 232 form a cross-shaped support structure in the main body 21, support the side plate portions 212a to 212d in a direction intersecting the plate surface, and provide a space between the bottom plate portion 211 and the cover plate portion 231.
  • Can support since the support 23 has a support portion 232 that can be inserted into the main body 21, and the support portion 232 in the inserted state is supported by the ribs 214 a to 214 d inside the main body 23, the contact
  • the rear ribs 214a to 214d and the support portion 232 form a cross-shaped support structure in the main body 21, support the side plate portions 212a to 212d in a direction intersecting the plate surface, and provide a space between the bottom plate portion 211
  • the support portion 232 also serves as a reinforcing member against horizontal load, and can suppress deformation of the main body 23, particularly, the side plate portions 212a to 212d. That is, the support portion 232 can improve the deformation suppressing force of the entire joint 2.
  • the joining tool 2 since the joining tool 2 can be separated into the main body 21 and the support body 23, the support body 23 to which the joining member 3 is joined after the joining operation of the main body 21 and the joining member 3 is performed at the time of construction. Since it can be attached to the main body 21 and work can be performed in separate steps, workability is good.
  • the connector 2 since the connector 2 has a structure having a hollow region inside, the weight is reduced as compared with the connector 2 having a solid structure. For this reason, the joint structure 1 can reduce long-term stress and short-term stress generated in the column member 31a or the like in which the joint 2 is disposed at the middle or upper end. In other words, since the connector 2 has a sufficient rigidity and a light weight, the stress in various directions such as the horizontal direction caused by an external force such as an earthquake is reduced in the disposed column members 31a and the like. can do.
  • the plurality of joining members 3 are attached to two or more outer surfaces selected from the outer surface of the bottom plate portion 211, the outer surface of the side plate portions 212a to 212d, or the outer surface of the cover plate portion 231.
  • a frame such as a pillar in a building can be formed.
  • connection structure portion is formed by connecting bolts 4, connector insertion holes 213 formed in the bottom plate portion 211, side plate portions 212 a to 212 d, and connector insertion holes 234 formed in the lid plate portion 231. Due to the simple structure, productivity is good, and workability is good even at the time of installation. And since it is the structure which can selectively join the attachment position of the joining member 3 according to a use or a construction method, versatility is high and convenience is good.
  • the joining member 3 is a polished log made of solid wood, and the wooden frame construction method using the joining structure 1 can be applied to a building. And since the joining structure 1 is covered with the joining member 3 which is a polished log of a solid material, the joining device 2 has an appearance even when the joining structure 1 is exposed to the indoor space. The appearance does not appear, and the appearance is as if it were assembled with logs only, and the calm and healing of wood and the elegant appearance can be provided in the installation space.
  • the joining member 2 is covered with the joining member 3, which is a polished log made of solid wood, so that the joining member 2 is prevented from becoming hot even in the event of a fire. It is possible to suppress the damage in the vicinity of the joint 2 earlier than the damage due to the combustion, that is, the fire resistance is improved as compared with the conventional wooden frame method using the joint.
  • the joining structure 1 has a configuration in which the peripheral surface 362 is provided on the joining surface 35 of the joining member 3, so that when a stress such as a shear force is generated in a direction intersecting with the axial direction of the connecting member 3, the joining is performed.
  • the peripheral portion 362 comes into contact with the outer surface of the tool 2 and receives stress, so that the initial rigidity of the joint surface 35 is improved and the deformation of the joint surface 35 can be suppressed.
  • Modification With reference to FIGS. 14 to 19, modifications 1 to 6 of the components of the joining structure 1 will be described. Note that the connectors 2a to 2c shown in Modifications 1 to 3 are almost the same as the above-described connector 2 except for the configuration of the side plate portion, and thus the description of the overlapping configuration and the function and effect will be omitted. Also, for the bonding surfaces 35a to 35c shown in Modifications 4 to 6, the description of the configuration and the operation and effect that overlap with the bonding surface 35 is omitted.
  • a connector 2a shown in FIG. 14A is a modified example of the connector 2 described above, in which a side plate portion (reference number omitted) is formed of three surfaces, a bottom plate portion (reference number is omitted), and a cover plate portion (reference number is omitted). Is a substantially equilateral triangle.
  • the joining tool 2a can join the column members 31a, 31b in the vertical direction, and can join the lateral members 32a, 32b, 32c to the side.
  • a connector 2b shown in FIG. 14 (b) is a modified example of the connector 2 described above, in which a side plate portion (reference number is omitted) is composed of five surfaces, a bottom plate portion (reference number is omitted), and a cover plate portion (reference number is omitted). Is a substantially regular pentagon.
  • the joining tool 2b can join the column members 31a, 31b in the vertical direction, and can join the horizontal members 32a, 32b, 32c, 32d, 32e to the side.
  • the joint 2a and the joint 2b can both constitute a frame such as a pillar in a building as a wooden frame construction method.
  • the joint structure is in an aspect exposed to the indoor space, for example, the joint 2a or the joint 2b
  • the joint structure By arranging the joint structure using the tool 2b at a place that is easily visible such as the center of the room, it is possible to provide an elegant appearance that is different from ordinary pillars and the like.
  • the connector 2c shown in FIG. 15 is a modified example of the connector 2 described above, and is configured by a cylindrical side plate portion (reference number omitted), and a bottom plate portion (reference number is omitted) and a cover plate portion (reference number is omitted). It is the aspect which is.
  • the joining tool 2c can join the column members 31a, 31b in the vertical direction, and can join the lateral members 32a, 32b, 32c, 32d to the side.
  • the joint 2c since the joint 2c has a cylindrical side plate portion, the arrangement, interval, and number of the connector insertion holes 213 formed in the side plate portion can be set relatively freely, and the degree of design freedom is high.
  • a joint surface 35a shown in FIG. 16 is a modification of the above-described joint surface 35.
  • a plurality of connection shafts 37 are provided along the axial direction of the horizontal member 32a.
  • the connection shaft 37 is formed with a male screw threaded in the longitudinal direction of the peripheral surface, and is formed on the joint surface 35a one by one in each corner direction from the center (a total of four places).
  • the connection shafts 37 are arranged so as to overlap with the respective connector insertion holes 213 formed in the side plate portion 212a of the connector 2 so as to be inserted therethrough.
  • connection shaft 37 is formed of a cut bolt which is inserted into a fixing hole 351a formed in the joint surface 35a and is fixed between the peripheral surface and the inner surface of the fixing hole 351a with an adhesive P. Note that the above-described depression 352 is formed on the inner surface of the fixing hole 351a.
  • the bonding target of the bonding surface 35a is the side plate portion 212a, but the side plate portion 212a is merely an example as a bonding target, and the above-described side plate portions 212b to 212d, the bottom plate portion 211, and the cover plate portion 231 are also formed. Similarly, the bonding surface 35a is to be bonded. In addition, it goes without saying that other connecting tools other than the connecting tool 2 can also be connected.
  • connection shaft 37 is a simple bolt, a joint surface having a simple structure at low cost can be formed.
  • the joint shaft 37 is passed through the connector insertion holes 213 and 234 provided in the joint 2 and the nut 42 is attached from the inner side of the joint 2. It is possible to make a simple structure that can be joined only by tightening.
  • FIGS. 17 and 18 show a joint structure using a modified example of the joining surface of the wooden transverse member as the joining member (the transverse member 32f having the joining surface 35b), which will be described below as a fifth modified example.
  • the description of the configuration and the operation and effect that are the same as those of the above-mentioned horizontal member is omitted, and the different configuration and operation and effect are described in detail.
  • the “base” and the “base end” refer to a portion that is inserted into the horizontal member 32f at the time of insertion (the upper right direction in FIG. 17 and the arrow D1 in FIG. 18).
  • the “tip” and the “tip” are portions (in the lower left direction in FIG. 17, FIG. 18) near the joining surface 35 b in the joining direction with the joining target (the side plate portion 212 a in FIG. 18) at the time of insertion. In the direction opposite to the arrow D1).
  • the side plate portion 212a in FIG. 18 is only an example of a joining target of the joining surface 35b, similarly to the case of the fourth modification, and it goes without saying that the joining tool 2 or another connecting tool can also be a joining target. .
  • connection shafts 37a which are connecting tools with the connecting tool 2 are provided along the axial direction of the horizontal member 32f on the connecting surface 35b.
  • the connection shafts 37a are formed one by one in each of the corners from the center on the joint surface 35b (four locations in total). Further, each connection shaft 37a is arranged so as to be overlapped with each connection tool insertion hole 213 formed in the side plate portion 212a of the connector 2 so as to be able to be inserted.
  • the transverse member 32f is provided with a base hole 353 in which a recessed portion (reference numeral is omitted) and an accommodation portion 354a.
  • the connection shaft 37a is fitted into the base hole 353 and the housing portion 354a, and an outer peripheral surface of the connection shaft 37a at the fitted portion and an inner circumferential surface of the base hole 353 and the housing portion 354a are fixed with an adhesive. Have been.
  • a counterbore 355 is formed in the edge portion of each accommodation portion 354a on the tip side (see FIG. 18).
  • the counterbore 355 has a shape inclined downward from the joint surface 35b toward each of the housing portions 354a, and a flange portion 375 described later is provided at a depth at which the flange portion 375 can be attached so as to be substantially flush with the joint surface 35b. .
  • the term “substantially flush” means that the distal end surface of the flange portion 375 is slightly higher than the joint surface 35b (in this modification, 0.5 mm from the joint surface 35b, as shown in the enlarged portion of FIG. 18). This is used in the sense that it is attached so as to protrude), and also includes the case where it is completely flush with the joining surface 35b.
  • the counterbore 355 may be provided at a depth at which the flange portion 375 can be attached so as to project from the joint surface 35b by a predetermined height.
  • the “predetermined height” is a height protruding from the joint surface 35b by about 0.1 mm to 1 mm.
  • connection shaft 37 a is formed of a cut bolt having a male screw threaded in the longitudinal direction of the peripheral surface, and has a long shaft portion 371 and a large shaft diameter portion 372. Note that the structure, operation, and effect of the long shaft portion 371 are the same as those of the long shaft portion 363, and thus description thereof is omitted.
  • the large shaft diameter portion 372 is a combination of a flange nut 373 having a flange portion 375 and a nut 374. Both the flange nut 373 and the nut 374 are screwed in the direction of the tip of the long shaft portion 371.
  • the flange nut 373 is attached to the front end of the long shaft 371 in the longitudinal direction, and is screwed so that the flange 375 faces the front of the long shaft 371.
  • the nut 374 is screwed into a position opposite to the flange portion 375 (that is, a position in the longitudinal direction of the long shaft portion 371 which is more flanking than the flange nut 373).
  • the flange nut 373 and the nut 374 are fastened by a double nut method, and are attached so as not to move from a predetermined position near the distal end of the long shaft portion 371.
  • the large-diameter shaft portion 372 is attached such that the leading end of the long-axis portion 371 projects a predetermined length from the front end side (the flange portion 375 side) of the large-diameter shaft portion 372.
  • a base hole 353 having a predetermined depth is formed in the joining surface 35b of the horizontal member 32f in a direction substantially the same as the fiber direction D1 of the horizontal member 32f.
  • the base hole 353 forms an accommodation portion 354a in which the hole diameter of the base hole 353 is expanded, at a portion near the joining surface 35b.
  • a counterbore 355 is formed on the edge of the housing portion 354a on the joint surface 35b side.
  • the base hole 353 and the housing 354a are formed by a hammer drill as in FIG.
  • the counterbore 355 may be formed by a dedicated countersinking tool such as a drill blade in combination with a drill blade (not shown) capable of forming a counterbore, or may be formed manually on the rim of the accommodating portion 354a after drilling. May be.
  • connection shaft 37a is inserted into the base hole 353.
  • preparations for fixing the connection shaft 37a to the horizontal member 32f are completed.
  • the base end of the connection shaft 37a is inserted to the vicinity of the deep end of the hole of the base hole 353, the distal end surface of the flange portion 375 of the large-diameter shaft portion 372 is substantially flush with the joint surface 35b.
  • connection shaft 37a when the connection shaft 37a is inserted into the base hole 353, the back surface of the flange portion 375 (opposite to the distal end surface) comes into contact with the surface of the counterbore 355 formed on the joint surface 35b and stops.
  • the counterbore 355 is formed at a depth in which the flange portion 375 can be accommodated, the front end surface of the flange portion 375 and the joining surface 35b are substantially flush with each other without using the above-described height adjustment plate. Can be provided. That is, there is no need to stop the work because the height adjustment plate is used, so that the workability is further improved.
  • the flange portion 145 is provided on the large-diameter portion 142b, so that the end surface (peripheral portion 362) of the long nut 361 on the joining surface 35 is larger in diameter and wider than the end surface.
  • connection shaft 37a when the connection shaft 37a is inserted into the horizontal member 32f, the distal end surface of the large-diameter portion 372b (that is, the distal end surface of the flange portion 375) is slightly higher than the joint surface 35b, and the side plate portion 212a The front surface directly contacts the front end surface of the flange portion 375.
  • the joint structure portion in the present modified example obtains difficulty in deformation (improved rigidity) as a whole, and the pull-out strength of the connection shaft 37a is further improved.
  • connection bolt 4 is inserted into the main body 21 of the connector 2, the shaft 41 of the connection bolt 4 is inserted through the connection hole 213, and the shaft 41 is taken out of the main body 21.
  • the shaft portion 41 protruding out of the main body 21 is screwed into the screw hole 36 for the connector on the joint surface 35 of the joint member 3, and the outer surface of the bottom plate 211 or the like of the main body 21 and the joint member 3 It was necessary to tighten the connection bolt 4 until the joining surface 35 came into contact.
  • the horizontal member 32f is joined to the side plate portion 212a via the connection shaft 37a. Specifically, after the tips of the plurality of connection shafts 37a provided in advance on the joint surface 35b are passed through the connection tool insertion holes 213 formed on the connected device side (side plate portion 212a), a screw is screwed from the tip of the connection shaft 37a. The joining operation is completed only by tightening the nut 42 attached (see FIG. 18).
  • the tips of the plurality of connection shafts 37a can be inserted into the connected device side at a time, so that the operation can be performed easily and quickly, and the operation can be performed quickly.
  • the properties are further improved.
  • a joining surface 35b to which the connecting shaft 37a is attached may be constructed.
  • the workability can be further improved because the beam-column assembly can be started immediately after the joining member is carried into the construction site.
  • FIG. 19 shows a joint structure using a modified example of the joining surface of the wooden horizontal member as the joining member (the horizontal member 32g having the joining surface 35c), which will be described below as a sixth modified example.
  • the connection shaft 37a is used as in the fifth modification. For this reason, regarding the connection shaft 37a and the horizontal member described above, the description of the overlapping configuration and the operation and effect will be omitted, and the different configuration and operation and effect will be described in detail.
  • the joining surface 35c has a structure without the counterbore 355.
  • ⁇ Basic hole forming step S1-1> On the joint surface 35c of the horizontal member 32g, a base hole 353 and a housing portion 354b having an enlarged hole diameter of the base hole 353 are formed. In this modification, unlike the fifth modification, a counterbore is not formed at the edge of the housing portion 354b.
  • connection shaft 37a is inserted into the base hole 353.
  • preparations for fixing the connection shaft 37a to the horizontal member 32g are completed.
  • the base end of the connection shaft 37a is inserted to the vicinity of the deep end of the hole of the base hole 353, the distal end surface of the flange 375 of the large shaft diameter portion 372 comes into contact with the surface of the joining surface 35c, and the flange 375 Is slightly higher than the joint surface 35c (projects about 4.5 mm from the joint surface 35c).
  • connection shaft 37a when the connection shaft 37a is inserted into the base hole 353, the rear surface (the side opposite to the distal end surface) of the flange portion 375 comes into contact with the surface of the joint surface 35c and stops. In other words, there is no need to stop the work to use the height adjustment plate or to form the counterbore, so that the workability is good.
  • the contact surface 35c can have a large contact area with the side plate portion 212a by providing the flange portion 145, thereby reducing the stress when an external force is applied to the portion. It can be further dispersed.
  • connection shaft 37a when the connection shaft 37a is inserted into the horizontal member 32g, the distal end surface of the flange portion 375 is slightly higher than the joint surface 35c, and the surface of the side plate portion 212a and the distal end surface of the flange portion 375 directly contact each other. Touch As a result, even if an external force is applied in the direction D2 intersecting with the long axis direction of the transverse member 32g, the generated compressive stress is received by the surface of the side plate portion 212a and the distal end surface of the flange portion 375, The deformation of the joint surface 35c due to the direct penetration of the portion 212a is suppressed. As a result, the joint structure portion in the present modified example obtains difficulty in deformation (improved rigidity) as a whole, and the pull-out strength of the connection shaft 37a is further improved.
  • the joining method in this modification example is similar to the modification example 5 by joining the horizontal member 32g to the side plate portion 212a via the connection shaft 37a. More specifically, after the tips of the plurality of connection shafts 37a provided in advance on the joint surface 35c are passed through the connection tool insertion holes 213 formed on the connected device side (the side plate portion 212a), a screw is screwed from the tip of the connection shaft 37a. The joining operation is completed only by tightening the nut 42 attached (see FIG. 19).
  • the tips of the plurality of connection shafts 37a can be inserted into the connected device side at a time, so that the operation can be performed easily and quickly, and the operation can be performed quickly.
  • the properties are further improved.
  • a joint surface 35c to which the connection shaft 37a is attached is also constructed in a factory where the joint member is precut, a beam-column assembly starts immediately after the joint member is carried into the construction site. As a result, workability is further improved.
  • the distal end surface of the flange portion 375 is not particularly shown, but may have serrates (an uneven shape formed on the distal end surface of the flange portion). Good.

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  • Architecture (AREA)
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  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
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  • Joining Of Building Structures In Genera (AREA)

Abstract

Provided are a connector, a connection structure, and a connection method that can connect members to be connected in a framework method to assemble a post member and a horizontal member at a higher strength than a connection structure that uses conventional connectors. A connector 2 comprises: a hollow structure body 21 that is formed with a specific rigid material, that has a bottom plate 211 and four side plates 212a-d formed to be erect from the bottom plate 211, that has an opening 215 enclosed by the side plates 212a-d and formed opposite to the bottom plate 211, and that has a connection section to which a connection member 3 can connect on the outside faces of the bottom plate 211 and the side plates 212a-d; and a support body 23 that is formed with a specific rigid material, that can be housed inside the body 21, that has a connection section to which the connection member 3 can connect on the outside face exposed to the exterior while being housed, and that can be fixed by abutting the bottom plate 211, the side plates 212a-d, or both.

Description

接合具、接合構造、および接合方法Joint, joint structure, and joint method
 本発明は、接合具、接合構造、および接合方法に関する。更に詳しくは、柱材と横架材を組み合わせる軸組工法において、従来の接合具を使用した接合構造よりも、被接合部材間を高い強度で接合することができる接合具、接合構造、および接合方法に関する。 The present invention relates to a joining tool, a joining structure, and a joining method. More specifically, a joint, a joint structure, and a joint capable of joining members to be joined with higher strength than a joint structure using a conventional joint in a frame assembly method in which a column member and a horizontal member are combined. About the method.
 従来から、木造建築において、柱材と、梁、桁等の横架部材を接合するために、金属プレート等の各種の接合具が使用されている。このような接合具としては、例えば、下記非特許文献1に示す、いわゆる羽子板ボルトが提案されている。 Conventionally, in wooden constructions, various types of connectors such as metal plates have been used to join columns and horizontal members such as beams and girders. As such a connector, for example, a so-called feather plate bolt shown in Non-Patent Document 1 has been proposed.
 図20に示す羽子板ボルト9は、ボルト91を介して相互に引き寄せあうことが可能な接合具であり、本体92に設けられた孔にコーチスクリュー93を通し、コーチスクリュー93を柱材94あるいは横架部材95に螺挿することで、柱材94と横架部材95の組み合わせからなる軸組(接合構造)が外れないように固定するものである。 20 is a joining tool that can be attracted to each other via a bolt 91. A coach screw 93 is passed through a hole provided in a main body 92, and the coach screw 93 is connected to a column member 94 or a lateral member. By screwing into the bridge member 95, a shaft assembly (joining structure) composed of a combination of the column member 94 and the horizontal bridge member 95 is fixed so as not to come off.
 ところで、近年、日本では比較的大きな地震が頻発しており、前述の羽子板ボルト9程度の簡易な接合具では、強い横揺れの際に接合具が破損する、あるいは、ボルト91やコーチスクリュー93が周囲の柔組織ごと剥脱する、といった事例が見受けられる。 In recent years, relatively large earthquakes have frequently occurred in Japan, and with a simple connector such as the above-mentioned blade bolt 9, the connector is damaged during a strong roll, or the bolt 91 or the coach screw 93 is damaged. In some cases, the surrounding soft tissue is exfoliated.
 一方、平成28年度の国内戸建住宅・工法別シェアでは、「木造軸組工法等」の割合が70.9%であると共に、「2×4工法」割合が11.0%である。すなわち、両工法を合わせた木造住宅の割合は81.9%にも達しており、特殊な事情が無い限り、今後も多くの木造住宅が建造されることが予想される。 On the other hand, in the share of domestic detached houses and construction methods in FY2016, the ratio of “wooden frame construction method” was 70.9%, and the ratio of “2 × 4 method” was 11.0%. In other words, the ratio of wooden houses combining both methods has reached 81.9%, and it is expected that many wooden houses will be built in the future unless there are special circumstances.
 今後も地震活動が活発化するおそれが指摘されている現況下においては、木造を含む軸組工法において、耐震性を向上させた新たな接合具や接合構造の早急な開発が望まれていた。 は Under the current situation where it is pointed out that seismic activity may increase in the future, it has been desired to quickly develop new joints and joint structures with improved seismic resistance in the frame method including wooden structures.
 本発明は、以上の点を鑑みて創案されたものであり、柱材と横架材を組み合わせる軸組工法において、従来の接合具を使用した接合構造よりも、被接合部材間を高い強度で接合することができる接合具、接合構造、および接合方法を提供することを目的とする。 The present invention has been made in view of the above points, and in a frame assembly method of combining a column member and a horizontal member, a higher strength is provided between members to be joined than a joint structure using a conventional joint tool. It is an object to provide a joining tool, a joining structure, and a joining method that can be joined.
 上記の目的を達成するために本発明の接合具は、所定の剛性材料で形成され、底板部および底板部から立ち上げて形成された所要数の側板部を有し、底板部の対向方向に側板部で囲まれた開口部が形成されると共に、底板部および側板部の外面に接合部材が接合可能な接合部を有する、中空構造の本体と、所定の剛性材料で形成され、本体の内部に収容可能で、収容状態において外部に露出する外面に接合部材が接合可能な接合部を有し、底板部または側板部、あるいは、その両方に当接して固定可能な支持体とを備える。 In order to achieve the above object, the connector of the present invention is formed of a predetermined rigid material, has a bottom plate portion and a required number of side plate portions formed by rising from the bottom plate portion, and in a direction opposite to the bottom plate portion. An opening portion surrounded by the side plate portion is formed, and a main body having a hollow structure having a joint portion to which a joining member can be joined to the outer surface of the bottom plate portion and the side plate portion, and a predetermined rigid material, And a support member that has a joint that can be joined to a joining member on an outer surface that is exposed to the outside in the accommodated state, and that can be fixed by contacting the bottom plate or the side plate, or both.
 ここで、本発明の接合具は、本体が、所定の剛性材料で形成された底板部と側板部を有することにより、中空構造の箱型(開口部を有する有底箱型)となり、圧縮力、剪断力、引っ張り力等(以下、「外力」という)による変形が起きにくくすることができる。また、本体が有する接合部としては、例えば、ボルトとナットのような締着具(以下、例示の際には単に「締着具」という)等を介して、底板部あるいは側板部の外面に接合部材を接合することができる。 Here, the connector of the present invention has a hollow-shaped box shape (a bottomed box shape having an opening) by a main body having a bottom plate portion and a side plate portion formed of a predetermined rigid material, and has a compressive force. , Shearing force, tensile force, and the like (hereinafter, referred to as “external force”). Further, as a joint portion of the main body, for example, through a fastener such as a bolt and a nut (hereinafter, simply referred to as “fastener” in the example) or the like, on the outer surface of the bottom plate or the side plate. The joining member can be joined.
 「所定の剛性材料」としては、例えば、ステンレススチール等の金属材料が挙げられるが、これに限定するものではなく、合成樹脂や炭素繊維、セラミックス等の材料であってもよいし、これらを組み合わせた複合材料であってもよい。 Examples of the "predetermined rigid material" include, but are not limited to, a metal material such as stainless steel, and may be a material such as a synthetic resin, carbon fiber, or ceramics, or a combination thereof. Composite material.
 「側板部」は、接合する接合部材の数や接合方向に応じて数や形状を適宜設定可能であり、例えば、三面、四面、またはそれ以上の複数面から構成されるものが挙げられるが、これに限定するものではなく、円筒形や楕円筒形等の形状であってもよい。また、「底板部」は、例えば、側板部の形状に合わせて、三角形、四角形、またはそれ以上の多角形、円筒形や楕円筒形等の形状で構成される。 `` Side plate portion '', the number and shape can be appropriately set according to the number and joining direction of the joining members to be joined, for example, three surfaces, four surfaces, or those composed of more than three surfaces, The shape is not limited to this, and may be a shape such as a cylindrical shape or an elliptical cylindrical shape. Further, the “bottom plate portion” is formed in a shape such as a triangle, a quadrangle, or a polygon, a cylinder, or an elliptic cylinder, in accordance with the shape of the side plate.
 「接合部材」としては、接合具の上方または下方に配置される柱材、あるいは、柱材に対して交差方向に配置される梁、桁等の横架材が挙げられ、更には、接合具の一部にパネル材等を接合することもできる。また、接合部材としては、例えば、丸太や角材等の木材が挙げられるが、これに限定するものではなく、金属材、合成樹脂材、竹材、石質材等の素材によるもの、または、これらを組み合わせた複合材料であってもよい。 Examples of the “joining member” include a columnar member arranged above or below the jointing member, and a beam, a girder, etc. arranged in a direction crossing the columnar member. A panel material or the like can be joined to a part of the panel. In addition, examples of the joining member include, but are not limited to, wood such as logs and square materials, and are not limited thereto, and may be made of a material such as a metal material, a synthetic resin material, a bamboo material, a stone material, or a combination thereof. It may be a composite material.
 そして、本発明の接合具は、支持体を備えることにより、本体への収容状態で外部に露出する外面が、開口部(底板の対向方向)への蓋板となり、これにより、本体の開口部が形成された位置にも接合部を設けることができる。この接合部(例えば前述の接続具等)を介して、外面の接合部に接合部材を接合することができ、支持体が本体の内部に収容された収容状態において、接合具の全ての外面(底板部の外面、側板部の外面および、支持体における外面)に接合部材を接合可能な構造にすることができる。 The connector according to the present invention includes the support, so that the outer surface exposed to the outside in the housed state in the main body serves as a lid plate toward the opening (the direction opposite to the bottom plate). The joining portion can be provided also at the position where is formed. The joining member can be joined to the joining portion on the outer surface via the joining portion (for example, the above-described joining device, etc.), and all the outer surfaces of the joining device ( The joining member can be joined to the outer surface of the bottom plate, the outer surface of the side plate, and the outer surface of the support).
 更に、支持体は、底板部または側板部、あるいは、その両方に当接して固定することができる。この固定の態様としては、例えば、蓋板部の裏面に設けられて本体内に挿入可能な支持部によって、底板部または側板部、あるいは、その両方に当接支持される態様であってもよいし、本体の開口部口縁に形成された切欠部に支持体周縁が嵌着して支持される構造、あるいは、前述の構造の組み合わせ等であってもよい。 Furthermore, the support can be fixed in contact with the bottom plate, the side plate, or both. As an aspect of the fixing, for example, an aspect in which the supporting portion provided on the back surface of the lid plate portion and insertable into the main body abuts on the bottom plate portion or the side plate portion, or both of them may be used. Alternatively, a structure in which the periphery of the support is fitted and supported in a notch formed at the opening edge of the main body, or a combination of the above-described structures may be used.
 本体と支持体を組み合わせた立体構造である本発明の接合具は、従来のプレート状の接合具等と比較すると、本体と支持体が一体となって強度が向上している。このため、例えば、柱材と横架材等の2以上の接合部材の間に配設された状態で、地震等による外力が加わったとしても、接合具は容易に変形あるいは破損することがなく、引き続き接合部材間を高い強度で接合することができる。 接合 The connector according to the present invention, which has a three-dimensional structure in which the main body and the support are combined, has improved strength because the main body and the support are integrated as compared with a conventional plate-like connector. For this reason, for example, even when external force due to an earthquake or the like is applied in a state where the connector is disposed between two or more connecting members such as a column member and a horizontal member, the connector is not easily deformed or damaged. Then, the joining members can be joined with high strength.
 更に、本発明の接合具は、内部に中空領域を有する構造であるため、中実構造の接合具と比較して重量が軽減されている。このため、本発明の接合具は、接合具が上端に配設された柱材において、生じる長期応力および短期応力を軽減することができる。 Furthermore, since the connector of the present invention has a structure having a hollow region inside, the weight is reduced as compared with a connector having a solid structure. For this reason, the connector of the present invention can reduce long-term stress and short-term stress that occur in a column member on which the connector is disposed at the upper end.
 特に短期応力に関しては、一般的に、建築物は、上部の重量が重いほど短期応力の影響が大きく、具体的には、地震時の揺れ(短期応力)が大きくなって破損が起こりやすい傾向があるが、本発明の接合具は、充分な剛性を有しつつも軽量化されているため、配設された柱材において、地震等の外力で生じる水平方向等の様々な方向への応力を軽減することができる。 In particular, with regard to short-term stress, in general, the greater the weight of the upper part of a building, the greater the effect of short-term stress. Specifically, the shaking during an earthquake (short-term stress) increases, and the building tends to be damaged. However, since the connector of the present invention has a sufficient rigidity and is light in weight, it can reduce stress in various directions such as a horizontal direction caused by an external force such as an earthquake in the disposed column member. Can be reduced.
 更にまた、本発明の接合具は、本体と支持体が分離できるため、施工時において、本体に接合部材を接合させた後に、接合部材を接合させた支持体を取り付けることができ、工程を分けて作業できるため、作業性が良い。 Furthermore, since the joining tool of the present invention can separate the main body and the support body, at the time of construction, after the joining member is joined to the main body, the support body joined with the joining member can be attached. The workability is good because it can work.
 また、支持体が、蓋板部、および、蓋板部の裏面に設けられた、本体内に挿入可能な支持部を有し、支持部は、本体内への収容状態で本体の内面で当接支持される形状である場合は、挿入された支持部が本体の内面に当接支持されることによって、接合具の変形抑制力を向上させることができる。なお、「本体の内面」は、本体を構成する底板部または側板部のいずれか一方の内面であってもよいし、両方の内面であってもよい。 Further, the support has a cover plate portion and a support portion provided on the back surface of the cover plate portion and which can be inserted into the main body, and the support portion contacts the inner surface of the main body in a state of being housed in the main body. In the case of a shape that is supported in contact, the inserted support portion is supported in contact with the inner surface of the main body, so that the deformation suppressing force of the connector can be improved. The “inner surface of the main body” may be either the inner surface of the bottom plate portion or the side plate portion constituting the main body, or may be both inner surfaces.
 例えば、蓋板の外面が上方向を向くように配設した場合、接合部材から加わる鉛直荷重による蓋板の変形を抑制することができる。加えて、この配設態様において、支持部は、水平荷重に対する補強材にもなり、本体、特に側板の変形を抑制することができる。つまり、支持部は、接合具全体の変形抑制力を向上させることができる。 For example, when the cover plate is arranged so that the outer surface faces upward, deformation of the cover plate due to a vertical load applied from the joining member can be suppressed. In addition, in this arrangement mode, the support portion also serves as a reinforcing material against horizontal load, and can suppress deformation of the main body, particularly the side plate. That is, the support portion can improve the deformation suppressing force of the entire joint.
 また、接合部が、板厚方向に貫通した接続具挿通孔により構成されている場合は、接続具挿通孔に接続具を挿通することができ、この接続具を以て、接合部材と接合具とを接合することができる。なお、「接続具挿通孔」は、内面に加工が無い孔であってもよいし、雌ネジが螺刻された孔等であってもよい。 Further, when the joint is formed by a connector insertion hole penetrating in the plate thickness direction, the connector can be inserted into the connector insertion hole, and with this connector, the joining member and the connector are connected. Can be joined. The “connector insertion hole” may be a hole having no processing on the inner surface, or may be a hole into which a female screw is threaded.
 そして、本発明の接続具の外面を構成する各板に接続具挿通孔が形成されていることよって、締着具等の接続具を挿通することができ、この接続具を以て、各板の外面に接合部材を接合することができる。なお、接合部材の接合は、底板部等の各板の全てに対して行ってもよいし、底板部等の各板の外面の中から選択された外面に対して行ってもよい。 And since the connector insertion hole is formed in each plate constituting the outer surface of the connector of the present invention, a connector such as a fastener can be inserted, and the outer surface of each plate can be inserted with this connector. Can be joined to the joining member. The joining of the joining members may be performed on all of the plates such as the bottom plate, or may be performed on an outer surface selected from the outer surfaces of the respective plates such as the bottom plate.
 例えば、本発明の接合具の使用態様としては、底板部の外面に建物の基礎部から起立した柱材を接合し、側板部の外面に横架材を接合し、かつ、支持体の外面へ上方向に配置される他の柱材を接合する態様が挙げられる。一方、他の使用態様として、底板部の外面と支持体の外面に各々柱材を接合した態様、底板部の外面に柱材を接合し、かつ、側板部の外面に横架材を接合した態様、または、複数の側板部を有する場合に、少なくとも2つの側板部の外面の各々に横架材を接合した態様、のように、用途に応じて、接合部材を接合する部分を選択することができる。 For example, as a usage mode of the connector of the present invention, a pillar material rising from a foundation of a building is joined to an outer surface of a bottom plate portion, a lateral member is joined to an outer surface of a side plate portion, and an outer surface of a support body. An embodiment in which another pillar material arranged in the upward direction is joined. On the other hand, as another usage mode, a column material is bonded to the outer surface of the bottom plate portion and the outer surface of the support, respectively, a column material is bonded to the outer surface of the bottom plate portion, and a horizontal member is bonded to the outer surface of the side plate portion. In a case where a plurality of side plate portions are provided, a portion to which a connecting member is to be connected is selected according to a use, such as a mode in which a lateral member is bonded to each of outer surfaces of at least two side plate portions. Can be.
 つまり、本発明の接合具は、汎用性が向上しており、一つの形態で様々な用途や施工方法に対応することができ、利便性が良い。 In other words, the versatility of the connector of the present invention is improved, and it is possible to cope with various uses and construction methods in one form, and the convenience is good.
 また、本体に、前記支持体を固定する固定具を挿通可能な固定具挿通孔が形成されている場合は、固定具挿通孔に固定具を挿通することができ、この固定具を以て、本体に取り付けた支持体の離脱を抑制することができる。 Further, in the case where the main body is formed with a fixture insertion hole through which a fixture for fixing the support can be inserted, the fixture can be inserted into the fixture insertion hole. The detachment of the attached support can be suppressed.
 本体から支持体が離脱しないことで、例えば、地震等による外力が加わったとしても、本発明の接合具を使用した接合構造が破損することを抑制することができる。また、例えば、本体の開口部が側方または下方を向いた態様で使用したとしても、支持体が外れないようにすることができる。つまり、本発明の接合具は、汎用性が更に向上しており、一つの形態で様々な用途や施工方法に対応することができ、利便性が良い。 し な い Because the support does not separate from the main body, it is possible to prevent the joint structure using the joint of the present invention from being damaged even when an external force is applied due to, for example, an earthquake. Also, for example, even when the main body is used in a mode in which the opening is directed sideways or downward, the support can be prevented from coming off. That is, the versatility of the connector of the present invention is further improved, and one embodiment can cope with various uses and construction methods, and is convenient.
 上記の目的を達成するために本発明の接合構造は、所定の剛性材料で形成され、底板部および底板部から立ち上げて形成された所要数の側板部を含み、底板部の対向方向に側板部で囲まれた開口部が形成されると共に、底板部および側板部から選択された外面に接合部材が接合可能な接合部を含む、中空構造の本体、および、所定の剛性材料で形成され、本体の内部に収容可能で、収容状態において外部に露出する外面に接合部材が接合可能な接合部を含み、底板部または側板部、あるいは、その両方に当接して固定可能な支持体、を有する接合具と、本体の接合部または支持体の接合部から選択された2以上の接合部を介して接合された、複数の接合部材とを備える。 In order to achieve the above object, a joint structure of the present invention includes a bottom plate portion and a required number of side plate portions formed by rising from the bottom plate portion. An opening surrounded by a portion is formed, and a joining member capable of joining a joining member to an outer surface selected from a bottom plate portion and a side plate portion, a main body having a hollow structure, and a predetermined rigid material, A support body that can be housed inside the main body and includes a joint that can be joined to the outer surface exposed to the outside in the housed state, and that can be fixed by contacting the bottom plate or the side plate, or both. A joint, and a plurality of joint members joined via two or more joints selected from a joint of the main body or a joint of the support.
 ここで、本発明の接合構造は、接合具の本体が、所定の剛性材料で形成された底板部と側板部を有することにより、中空構造の箱型となり、外力による変形が起きにくくすることができる。また、本体は、接合部を介して、底板部あるいは側板部の外面に接合部材を接合することができる。 Here, in the joining structure of the present invention, the body of the joining tool has a bottom plate portion and a side plate portion formed of a predetermined rigid material, so that the joining device has a box shape of a hollow structure, and is less likely to be deformed by external force. it can. In addition, the main body can be joined to the outer surface of the bottom plate or the side plate via a joint.
 そして、本発明の接合構造は、接合具が支持体を有することにより、本体への収容状態で外部に露出する外面が、開口部(底板の対向方向)への蓋板となり、これにより、本体の開口部が形成された位置にも接合部を設けることができる。この接合部(例えば前述の接続具等)を介して、支持体外面の接合部に接合部材を接合することができ、支持体が本体の内部に収容された収容状態において、接合具の全ての外面(底板部の外面、側板部の外面および、支持体における外面)に接合部材を接合可能な構造にすることができる。 In the joining structure of the present invention, since the joining tool has the support, the outer surface exposed to the outside in the state of being housed in the main body becomes a lid plate toward the opening (the opposite direction of the bottom plate), and thereby, A junction can also be provided at the position where the opening is formed. The joining member can be joined to the joining portion on the outer surface of the support through the joining portion (for example, the above-described joining device, etc.). The joining member can be joined to the outer surface (the outer surface of the bottom plate portion, the outer surface of the side plate portion, and the outer surface of the support).
 更に、支持体は、底板部または側板部、あるいは、その両方に当接して固定することができる。なお、この固定の態様については、前述の通り、本体内に挿入可能な支持部によって当接支持される態様等が挙げられる。 Furthermore, the support can be fixed in contact with the bottom plate, the side plate, or both. Note that, as described above, this fixing mode includes a mode in which the fixing section is abutted and supported by the support portion that can be inserted into the main body.
 本体と支持体を組み合わせた立体構造である接合具は、従来のプレート状の接合具等と比較すると、本体と支持体が一体となって強度が向上している。このため、例えば、柱材と横架材等の2以上の接合部材の間に配設された状態で、地震等による外力が加わったとしても、接合具は容易に変形あるいは破損することがなく、引き続き接合部材間を高い強度で接合することができる。 接合 The connector having a three-dimensional structure in which the main body and the support are combined has improved strength because the main body and the support are integrated as compared with a conventional plate-shaped connector or the like. For this reason, for example, even when external force due to an earthquake or the like is applied in a state where the connector is disposed between two or more connecting members such as a column member and a horizontal member, the connector is not easily deformed or damaged. Then, the joining members can be joined with high strength.
 更に、本発明の接合構造は、接合具が内部に中空領域を有する構造であるため、中実構造の接合具と比較して重量が軽減されている。このため、本発明の接合構造は、接合具が上端に配設された柱材において、生じる長期応力および短期応力を軽減することができる。つまり、接合具が充分な剛性を有しつつも軽量化がなされているため、配設された柱材において、地震等の外力で生じる水平方向等の様々な方向への応力を軽減することができる。 Furthermore, since the joining structure of the present invention has a hollow structure inside the joining device, the weight is reduced as compared with the joining device having a solid structure. For this reason, the joining structure of the present invention can reduce long-term stress and short-term stress that occur in the column member on which the joining tool is disposed at the upper end. In other words, since the weight of the connector is reduced while having sufficient rigidity, it is possible to reduce the stress in various directions such as the horizontal direction caused by an external force such as an earthquake in the disposed column member. it can.
 更にまた、本発明の接合構造は、接合具の本体と支持体が分離できるため、施工時において、本体に接合部材を接合させた後に、接合部材を接合させた支持体を取り付けることができ、工程を分けて作業できるため、作業性が良い。 Furthermore, since the joining structure of the present invention can separate the main body and the support of the joining tool, at the time of construction, after joining the joining member to the main body, the support joined with the joining member can be attached, Workability is good because work can be performed in separate steps.
 そして、本発明の接合構造は、複数の接合部材が、接合具の底板部の外面、側板部の外面、または支持体の外面の中から選択された2以上の外面に接合されることにより、建物における柱梁等のフレームを構成することができる。 And, the joining structure of the present invention is such that a plurality of joining members are joined to two or more outer surfaces selected from the outer surface of the bottom plate portion, the outer surface of the side plate portion, or the outer surface of the support, A frame such as a pillar in a building can be configured.
 「接合部」としては、例えば、接合具と接合部材との間において、いずれか一方に軸部に雄ネジが形成されたネジ部材が設けられ、かつ、他方にネジ部材を螺着可能なネジ孔が設けられた態様が挙げられるが、これに限定するものではなく、各種の公知の接続具を適用することができる。なお、前述の用語「所定の剛性材料」、「側板部、「底板部」および「接合部材」については、先に行った接合具での説明と同じ意味であり、説明を省略する。 As the “joining portion”, for example, a screw member in which a male screw is formed on the shaft portion is provided on one of the joint members and the joining member, and the other is a screw member on which the screw member can be screwed. Although an embodiment in which a hole is provided is exemplified, the present invention is not limited to this, and various known connecting devices can be applied. The above-mentioned terms “predetermined rigid material”, “side plate portion,“ bottom plate portion ”, and“ joining member ”have the same meanings as in the description of the joining tool described above, and the explanation will be omitted.
 また、接合具が、接合部材によって掩蔽されている場合は、接合構造の見た目が良くなり、かつ、耐火性能を向上させることができる。 In addition, when the joining tool is covered with the joining member, the appearance of the joining structure is improved, and the fire resistance can be improved.
 例えば、本発明の接合構造が、接合具が金属製で接合部材が木材であると共に、室内空間に露出する態様にした場合、接合具が接合部材で掩蔽されることによって、本発明の接合構造は木材のみで組まれたかのような外観となり、設置空間内に、木材の醸し出す落ち着きや癒し、あるいは、優美な外観を提供することができる。 For example, when the joining structure of the present invention is configured such that the joining tool is made of metal and the joining member is made of wood and is exposed to the indoor space, the joining tool is covered with the joining member, and thus the joining structure of the present invention is formed. Has an appearance as if it were made of only wood, and it can provide the calm and healing of wood or an elegant appearance in the installation space.
 ところで、接合構造が金属製の接合具と木材の接合部材からなり、接合具が外面に露出した態様である場合、火災の際に、室内が高温雰囲気下であっても直接炎が当たらなければ、接合部材は表面から徐々に炭化して即時に崩落しないが、接合具は短時間で高温となる。高温となった接合具は、当接する接合部材の接合面およびその近傍を炭化させ、炭化した接合具近傍の接合面は、接合構造全体の荷重を支えきれなくなる。この結果、接合部材の燃焼による全体損壊よりも早く、接合具近傍の損壊が起き、建物の崩落に繋がる傾向があった。 By the way, when the joining structure is made of a joining member made of metal and a joining member made of wood, and the joining device is exposed to an outer surface, in case of a fire, a direct flame should not be applied even when the room is under a high-temperature atmosphere. The joining member is gradually carbonized from the surface and does not immediately collapse, but the joining tool becomes hot in a short time. The high-temperature joint device carbonizes the joint surface of the joining member that abuts and the vicinity thereof, and the joint surface near the carbonized joint device cannot support the load of the entire joint structure. As a result, there is a tendency that the damage near the connector occurs earlier than the total damage due to the combustion of the joint member, leading to the collapse of the building.
 しかしながら、本発明の接合構造によれば、接合具が接合部材によって掩蔽されていることによって、火災時においても接合具が高温となることを抑制し、接合部材の燃焼による損壊よりも早く接合具近傍部分が損壊することを抑制することができる。 However, according to the joining structure of the present invention, since the joining device is covered by the joining member, the joining device can be prevented from becoming hot even in a fire, and the joining device can be quickly damaged than the joint member is damaged by burning. Damage to the nearby portion can be suppressed.
 「接合具が接合部材によって掩蔽される」とは、接合部材によって接合具が外観に現れない設計であり、例えば、接合具のサイズを接合部材の接合面よりも小さく設定してもよいし、接合部材同士を接合する面を適宜形状に切欠し、切欠部の縁面を密着させて、接合部に接合具につながる開口が形成されないようにして、この切欠等で接合具が隠れるように設定してもよい。 `` The joint is covered by the joint member '' is a design in which the joint does not appear in the appearance by the joint member, for example, the size of the joint may be set smaller than the joint surface of the joint member, Notch the surface to join the joining members into an appropriate shape, close the edge of the notch so that no opening leading to the joint is formed at the joint, set so that the joint is hidden by this notch etc. May be.
 また、接合部材が、木製の柱材または横架材である場合は、建物に本発明の接合構造による木造軸組工法を適用することができる。そして、例えば、本発明の接合構造が、室内空間に露出する態様にした場合、設置空間内に、木材の醸し出す落ち着きや癒し、あるいは、優美な外観を提供することができる。 In the case where the joining member is a wooden pillar or a horizontal member, the wooden frame construction method using the joining structure of the present invention can be applied to a building. Then, for example, when the joining structure of the present invention is configured to be exposed to the indoor space, it is possible to provide calm and healing of wood or an elegant appearance in the installation space.
 また、接合部が、板厚方向に貫通した接続具挿通孔が形成され、接続具挿通孔に挿通された接続具を以て、接合部材と接合具とが接合される構造である場合は、接続具挿通孔に挿通した接続具によって、底板部等の外面に接合部材を接合することができる。なお、前述の用語「接続具挿通孔」、「接続具」については、先に行った接合具での説明と同じ意味であり、説明を省略する。また、接合部材の接合は、底板部等の全てに対して行ってもよいし、底板部等の外面の中から選択された2以上の外面に対して行ってもよい。 In the case where the connecting portion has a structure in which a connector insertion hole penetrating in the plate thickness direction is formed and the joining member and the connector are joined by the connector inserted through the connector insertion hole, The joining member can be joined to the outer surface of the bottom plate or the like by the connecting tool inserted through the insertion hole. Note that the terms “connector insertion hole” and “connector” have the same meaning as the description of the connector described above, and a description thereof will be omitted. The joining of the joining members may be performed on all of the bottom plate portion or the like, or may be performed on two or more outer surfaces selected from the outer surfaces of the bottom plate portion or the like.
 例えば、本発明の接合構造の態様としては、底板部の外面に建物の基礎部から起立した柱材を接合し、側板部の外面に横架材を接合し、かつ、支持体の外面へ上方向に配置される他の柱材を接合する態様が挙げられる。一方、他の使用態様として、底板部と支持体の外面に各々柱材を接合した態様、底板部の外面に柱材を接合し、かつ、側板部の外面に横架材を接合した態様、または、複数の側板部を有する場合に、少なくとも2つの側板部の外面の各々に横架材を接合した態様、のように、用途に応じて、接合部材を接合する部分を選択することができる。 For example, as an aspect of the joint structure of the present invention, a pillar material standing from the foundation of the building is joined to the outer surface of the bottom plate portion, a lateral member is joined to the outer surface of the side plate portion, and A mode in which another pillar material arranged in the direction is joined. On the other hand, as another usage mode, a mode in which a column material is bonded to the outer surface of the bottom plate portion and the support body, a mode in which a column material is bonded to the outer surface of the bottom plate portion, and a mode in which a lateral member is bonded to the outer surface of the side plate portion, Alternatively, when a plurality of side plate portions are provided, a portion for joining the joining members can be selected according to the application, such as a mode in which a lateral member is joined to each of the outer surfaces of at least two side plate portions. .
 つまり、本発明の接合構造は、用途や施工方法に応じて接合部材を選択的に接合することができる構造であって、汎用性が向上しており、利便性が良い。 That is, the joining structure of the present invention is a structure that can selectively join the joining members according to the application and the construction method, and has improved versatility and good convenience.
 また、接続具が、軸部に雄ネジが形成されたネジ部材であり、接合部材が、接合具との接合面にネジ部材を螺着するネジ孔が形成されていると共に、ネジ孔の口縁には、本体あるいは支持体の外面と同程度以上の強度の剛性材料で形成された所定幅の周縁部が、接合面から突出した態様で設けられている場合は、設けられた周縁部によって、接合面における初期剛性が向上すると共に、接続部材の軸方向と交差する方向へ応力が生じた際に、接合部材の接合面の変形を抑制することができる。 Also, the connecting tool is a screw member having a male screw formed on the shaft portion, and the joining member has a screw hole for screwing the screw member on a joint surface with the joining tool, and a screw hole opening. When the edge has a peripheral portion of a predetermined width formed of a rigid material having a strength equal to or greater than that of the outer surface of the main body or the support, if the peripheral portion is provided so as to protrude from the joining surface, the peripheral portion provided by the provided peripheral portion In addition, the initial rigidity of the joint surface is improved, and deformation of the joint surface of the joint member can be suppressed when stress is generated in a direction intersecting the axial direction of the connection member.
 例えば、接合部材として木材を使用する場合の課題として、木材が一般的に圧縮に弱く、所定の剛性を有する接合具との接合面(木口面等であり、比較的軟らかい)において剪断力(接続具の軸方向と交差する方向へ応力)が生じた場合、圧縮応力で接合具が接合部材の接合面を変形させることがあり、初期剛性を上げることが難しかった。 For example, when using wood as a joining member, one of the problems is that the wood is generally weak in compression and has a shearing force (connecting surface) at a joining surface with a joining tool having a predetermined rigidity (eg, a wood opening surface, which is relatively soft). When stress occurs in a direction intersecting with the axial direction of the fixture, the joining tool may deform the joining surface of the joining member due to compressive stress, and it has been difficult to increase the initial rigidity.
 しかしながら、前述の構成の周縁部が設けられた本発明の接合構造によれば、接合具の外面には周縁部が当接することになり、これによって、接合部材に剪断力が加わった際にも、硬質な接合具の外面が、軟質な木口面に食い込むこと無く、応力を周縁部で受けるため、当該箇所の剛性が向上し、接合面の変形を抑制することができる。 However, according to the joining structure of the present invention in which the peripheral portion having the above-described configuration is provided, the peripheral portion comes into contact with the outer surface of the joining tool, so that even when a shearing force is applied to the joining member. In addition, since the outer surface of the hard joint receives the stress at the peripheral portion without penetrating into the soft wood edge, the rigidity of the portion is improved and the deformation of the joint surface can be suppressed.
 加えて、本発明の接合構造の接合部がネジ部材とネジ孔によるものである場合、前述した周縁部による剛性向上および接合面の変形抑制によって、より高い引き抜き強度が得られる。 In addition, when the joint of the joint structure of the present invention is formed by a screw member and a screw hole, higher pull-out strength can be obtained by improving the rigidity of the peripheral portion and suppressing deformation of the joint surface as described above.
 「軸部に雄ネジが形成されたネジ部材」としては、例えば、ボルトやネジが挙げられるが、これに限定するものではなく、寸切りボルト等であってもよい。 Examples of the “screw member in which the male screw is formed on the shaft portion” include a bolt and a screw, but are not limited thereto, and may be a cut bolt or the like.
 「接合面から突出した態様」としては、例えば、接合部材の接合面(木口面等)から0.5mm突出した態様が挙げられるが、これに限定するものではなく、0.1mm~5mm程度突き出す態様であってもよい。なお、0.1mm未満であると、接合面の変形抑制効果が現れにくいので、好ましくない。また、5mmを超えると、接合具の外面と離れすぎて、周縁部近傍で応力集中が起きるおそれがあるため、好ましくない。 The “projection from the joint surface” includes, for example, an embodiment in which the joint member protrudes 0.5 mm from the joint surface (eg, a cut edge surface) of the joining member, but is not limited thereto, and projects from about 0.1 mm to 5 mm. It may be an aspect. If the thickness is less than 0.1 mm, the effect of suppressing the deformation of the joint surface is difficult to appear, which is not preferable. On the other hand, if it exceeds 5 mm, it is not preferable because stress may be concentrated in the vicinity of the peripheral portion because it is too far from the outer surface of the connector.
 「本体あるいは支持体と同程度以上の強度の剛性材料で形成」とは、例えば、周縁部の構成材に本体あるいは支持体と同一の構成材を使用することが挙げられるが、これに限定するものではなく、周縁部の構成材として本体あるいは支持体よりも硬質な構成材を採用してもよい。なお、周縁部の構成材として本体あるいは支持体よりも若干軟質な(剛性が低い)構成材を採用することを除外するものではないが、前述した接合面の変形抑制効果を鑑みると、好ましくない。 The term "formed of a rigid material having the same or higher strength as that of the main body or the support" means, for example, that the same constituent material as the main body or the support is used for the constituent material of the peripheral portion, but is not limited thereto. Instead, a component harder than the main body or the support may be used as the component of the peripheral portion. In addition, it does not exclude the use of a component that is slightly softer (lower in rigidity) than the main body or the support as a component of the peripheral portion, but is not preferable in view of the above-described effect of suppressing deformation of the joint surface. .
 また、接合部材が、接合具との接合面において接合部材と反対方向へ突出した接続軸と、接続軸の接合面上の基端の周囲に、本体あるいは支持体の外面と同程度以上の強度の剛性材料で形成されると共に、接合面から突出した態様、または、接合面と略面一な態様で設けられた、フランジ状の周縁部とを有する場合は、設けられた周縁部によって、接合面における初期剛性が向上すると共に、接続部材の軸方向と交差する方向へ応力が生じた際に、接合部材の接合面の変形を抑制することができる。加えて、本発明の接合構造の接合部が、雄ネジが形成された接続軸とナットによるものである場合、前述した周縁部による剛性向上および接合面の変形抑制によって、より高い引き抜き強度が得られる。 Further, the connecting member has a connecting shaft protruding in a direction opposite to the connecting member on the connecting surface with the connecting tool, and a strength around the base end on the connecting surface of the connecting shaft, which is equal to or greater than the outer surface of the main body or the support. In the case of having a flange-shaped peripheral portion provided in an aspect protruding from the joint surface or substantially flush with the joint surface, the joint is formed by the provided peripheral portion. The initial rigidity of the surface is improved, and the deformation of the joint surface of the joint member can be suppressed when stress is generated in a direction intersecting the axial direction of the connection member. In addition, when the joining portion of the joining structure of the present invention is formed by a connecting shaft and a nut on which a male screw is formed, a higher pull-out strength can be obtained by improving the rigidity by the above-described peripheral portion and suppressing deformation of the joining surface. Can be
 ここで「略面一」としては、接合面よりも周縁部の先端面が0.1mm~5mm程高くなるように取り付けられる態様のほか、接合面と完全に面一になる場合も含む意味で使用している。 Here, the term “substantially flush” means not only a mode in which the front end face of the peripheral portion is higher than the joining face by about 0.1 mm to 5 mm but also a case in which it is completely flush with the joining face. I'm using
 本発明では、接合面に予め設けられた接続軸の先部を、接合具側に形成された接続具挿通孔に通した後、接続軸にナット等の締結具を取り付けるだけで接合作業が完了する。このため、例えば、接続軸およびこれに対応する接合具の接続具挿通孔が複数であるような場合に、各接続軸を各接続具挿通孔へ一度に挿通させることができるため、作業が簡易で速やかに行うことができ、作業性が更に向上している。 In the present invention, the joining operation is completed only by attaching a fastener such as a nut to the connection shaft after passing the tip of the connection shaft provided in advance on the joining surface through the connector insertion hole formed on the joint side. I do. For this reason, for example, when there are a plurality of connecting hole for the connecting shaft and the connecting device corresponding to the connecting shaft, each connecting shaft can be inserted into each connecting device through hole at once, thereby simplifying the operation. And the workability is further improved.
 上記の目的を達成するために本発明の接合方法は、所定の剛性材料で形成された底板部と側板部を有し、底板部の対向方向に側板部で囲まれた開口部が形成された中空構造の本体、および、所定の剛性材料で形成され、本体に取り付け可能であると共に、本体への取り付け状態で底板部の対向方向に配置される蓋板部を含む構造の支持体を有する接合具に対し、接合部を介して、底板部の外面、側板部の外面または蓋板部の外面の中から選択された2以上の外面へ複数の接合部材を接合して行うものである。 In order to achieve the above object, the joining method of the present invention has a bottom plate and a side plate formed of a predetermined rigid material, and an opening surrounded by the side plate in a direction opposite to the bottom plate is formed. A joint having a hollow-structured main body and a support body having a structure including a lid plate portion formed of a predetermined rigid material, attachable to the main body, and disposed in a direction opposite to the bottom plate portion in a state of being attached to the main body. This is performed by joining a plurality of joining members to an outer surface of the bottom plate, the outer surface of the side plate, or the outer surface of the lid plate via the joining portion.
 ここで、本発明の接合方法は、接合具の本体が、所定の剛性材料で形成された底板部と側板部を有することにより、中空構造の箱型となり、外力による変形が起きにくくすることができる。また、本体は、接合部を介して、底板部あるいは側板部の外面に接合部材を接合することができる。 Here, in the joining method of the present invention, since the main body of the joining tool has a bottom plate portion and a side plate portion formed of a predetermined rigid material, the joining device has a box shape having a hollow structure, and is less likely to be deformed by external force. it can. In addition, the main body can be joined to the outer surface of the bottom plate or the side plate via a joint.
 そして、本発明の接合方法は、接合具が支持体を有することにより、本体への取り付け状態で外部に露出する外面が、開口部(底板の対向方向)への蓋板となり、これにより、本体の開口部が形成された位置にも接合部を設けることができる。この接合部(例えば前述の接続具等)を介して、支持体外面の接合部に接合部材を接合することができ、支持体を本体に取り付けた状態において、接合具の全ての外面(底板部の外面、側板部の外面および、支持体における外面)に接合部材を接合可能な構造にすることができる。 According to the joining method of the present invention, since the joining tool has the support, the outer surface exposed to the outside in the state of being attached to the main body becomes a cover plate toward the opening (the opposite direction of the bottom plate). A junction can also be provided at the position where the opening is formed. The joining member can be joined to the joining portion on the outer surface of the support via this joining portion (for example, the above-mentioned connecting device, etc.). (The outer surface of the support member, the outer surface of the side plate portion, and the outer surface of the support).
 更に、支持体は、本体に取り付けることができ、この取り付けの態様については、前述の通り、本体内に挿入可能な支持部によって当接支持される態様等が挙げられる。 支持 Furthermore, the support can be attached to the main body, and the mode of the attachment is, as described above, an aspect in which the support is abutted and supported by the support portion that can be inserted into the main body.
 本体と支持体を組み合わせた立体構造である接合具は、従来のプレート状の接合具等と比較すると、本体と支持体が一体となって強度が向上している。このため、本発明の接合方法によれば、例えば、柱材と横架材等の2以上の接合部材の間に配設された状態で、地震等による外力が加わったとしても、接合具は容易に変形あるいは破損することがなく、引き続き接合部材間を高い強度で接合することができる。 接合 The connector having a three-dimensional structure in which the main body and the support are combined has improved strength because the main body and the support are integrated as compared with a conventional plate-shaped connector or the like. For this reason, according to the joining method of the present invention, for example, even if external force due to an earthquake or the like is applied in a state where the joining tool is disposed between two or more joining members such as a column member and a horizontal member, The joint members can be continuously joined with high strength without being easily deformed or damaged.
 更に、本発明の接合構造は、接合具が内部に中空領域を有する構造であるため、中実構造の接合具と比較して重量が軽減されている。このため、本発明の接合方法によれば、接合具が上端に配設された柱材において、生じる長期応力および短期応力を軽減することができる。つまり、接合具が充分な剛性を有しつつも軽量化がなされているため、配設された柱材において、地震等の外力で生じる水平方向等の様々な方向への応力を軽減することができる。 Furthermore, since the joining structure of the present invention has a hollow structure inside the joining device, the weight is reduced as compared with the joining device having a solid structure. Therefore, according to the joining method of the present invention, it is possible to reduce long-term stress and short-term stress that occur in the column member on which the joining tool is disposed at the upper end. In other words, since the weight of the connector is reduced while having sufficient rigidity, it is possible to reduce the stress in various directions such as the horizontal direction caused by an external force such as an earthquake in the disposed column member. it can.
 更にまた、本発明の接合方法によれば、接合具の本体と支持体が分離できるため、施工時において、本体に接合部材を接合させた後に、接合部材を接合させた支持体を取り付けることができ、工程を分けて作業できるため、作業性が良い。 Furthermore, according to the joining method of the present invention, since the main body and the support of the joining tool can be separated, at the time of construction, after joining the joining member to the main body, it is possible to attach the support joined with the joining member. The workability is good because the work can be performed in separate steps.
 そして、本発明の接合方法によれば、複数の接合部材が、接合具の底板部の外面、側板部の外面または支持体(蓋板部)の外面の中から選択された2以上の外面に接合されることにより、建物における柱梁等のフレームを構成することができる。 According to the joining method of the present invention, the plurality of joining members are attached to two or more outer surfaces selected from the outer surface of the bottom plate portion, the outer surface of the side plate portion, or the outer surface of the support (cover plate portion). By being joined, a frame such as a pillar in a building can be formed.
 なお、前述の用語「所定の剛性材料」、「側板部」、「底板部」「接合部材」、および「接合部」については、先に行った接合具および接合構造での説明と同じ意味で使用しており、説明を省略する。 The terms “predetermined rigid material”, “side plate portion”, “bottom plate portion”, “joining member”, and “joining portion” have the same meaning as in the description of the joining tool and the joining structure performed earlier. It is used and the description is omitted.
 本発明によれば、柱材と横架材を組み合わせる軸組工法において、従来の接合具を使用した接合構造よりも、被接合部材間を高い強度で接合することができる接合具、接合構造、および接合方法を提供することができる。 ADVANTAGE OF THE INVENTION According to this invention, in the framing construction method which combines a column material and a horizontal member, a joining tool which can join between members to be joined with higher strength than a joining structure using a conventional joining tool, a joining structure, And a joining method can be provided.
本発明に係る接合具の一実施の形態を示し、(a)は上方から見た斜視図、(b)は分解斜視説明図である。1A and 1B show an embodiment of a connector according to the present invention, wherein FIG. 1A is a perspective view seen from above, and FIG. 図1に示す接合具の本体であり、(a)は上方から見た斜視図、(b)は下方から見た斜視図である。FIG. 2A is a perspective view seen from above, and FIG. 2B is a perspective view seen from below. 図2に示す本体であり、(a)は平面図、(b)は図2(b)におけるA-A断面図である。FIG. 2A is a plan view, and FIG. 2B is a cross-sectional view taken along line AA in FIG. 2B. 図2に示す本体であり、(a)は図2(b)におけるB-B断面図、(b)は図2(b)におけるC-C断面図である。FIG. 2A is a cross-sectional view taken along a line BB in FIG. 2B, and FIG. 2B is a cross-sectional view taken along a line CC in FIG. 2B. 図1に示す接合具の支持体であり、(a)は上方から見た斜視図、(b)は下方から見た斜視図である。FIG. 2A is a perspective view seen from above, and FIG. 2B is a perspective view seen from below. 図1に示す接合具における本体と支持体の固定構造を示すと共に、接合具と接合部材との取り付け態様を示す正面視説明図である。FIG. 2 is a front view explanatory view showing a fixing structure of a main body and a support in the connector shown in FIG. 1 and showing an attachment state of the connector and a joining member. 本発明の接合構造を示す斜視図であり、(a)は6面全てに接合部材が接合された態様、(b)は3つの側面と上下面の合計5面に接合部材が接合された態様、(c)は2つの側面と下面の合計3面に接合部材が接合された態様である。It is a perspective view which shows the joining structure of this invention, (a) is the aspect in which the joining member was joined to all six surfaces, (b) is the aspect in which the joining member was joined to the total of five surfaces of three side surfaces and upper and lower surfaces. , (C) shows an embodiment in which a joining member is joined to a total of three surfaces, two side surfaces and a lower surface. 図7(a)に示す接合構造であり、(a)は上方から見た分解斜視説明図、(b)は下方から見た分解斜視説明図である。7A is an exploded perspective view viewed from above, and FIG. 7B is an exploded perspective view viewed from below. FIG. 図7(a)に示す接合部材を接合面側から見た斜視図である。It is the perspective view which looked at the joining member shown in FIG. 7A from the joining surface side. 図9に示す接合部材の構造を示す断面視説明図である。It is sectional drawing explanatory drawing which shows the structure of the joining member shown in FIG. 図6に示す蓋板部と接合部材の接合箇所の一部拡大説明図である。FIG. 7 is a partially enlarged explanatory view of a joint portion between a cover plate portion and a joint member illustrated in FIG. 6. 図9に示す接合部材の接合面側の加工手順を示す説明図である。It is explanatory drawing which shows the processing procedure of the joining surface side of the joining member shown in FIG. 接合部材の接合面の形成手順を示すフローチャートである。It is a flowchart which shows the formation procedure of the joining surface of a joining member. 本発明の変形例を示し、(a)は接合具の側板部の配置が平面視三角形である態様(変形例1)であり、(b)は接合具の側板部の配置が平面視五角形である態様(変形例2)である。The modification of this invention is shown, (a) is the aspect (modification 1) in which the arrangement | positioning of the side plate part of a connector is a triangular shape in planar view, and (b) is the arrangement of the side plate part of a connector in a pentagonal shape in plan view. This is a certain mode (Modification 2). 本発明の変形例を示し、接合具の側板部の配置が平面視円形である態様(変形例3)である。FIG. 9 shows a modification of the present invention, in which the arrangement of the side plate portions of the connector is circular in plan view (Modification 3). 本発明の変形例を示し、接合部材の接合面の他の態様(変形例4)である。13 shows a modification of the present invention, and is another mode (Modification 4) of the joining surface of the joining member. 本発明に係る接合部材の他の態様(変形例5)であり、該接合部材を接合面側から見た斜視説明図である。FIG. 13 is a perspective view illustrating another aspect (Modification 5) of the joining member according to the present invention, as seen from the joining surface side of the joining member. 図17に示す接合部材を図6に示す蓋板部に適用した接合箇所を示した一部拡大説明図である。FIG. 18 is a partially enlarged explanatory view showing a joint where the joining member shown in FIG. 17 is applied to the lid plate shown in FIG. 6. 本発明に係る接合部材の他の態様(変形例6)であり、該接合部材を図6に示す蓋板部に適用した接合箇所を示した一部拡大説明図である。FIG. 13 is a partially enlarged explanatory view showing another embodiment (modified example 6) of the joining member according to the present invention, showing a joining portion where the joining member is applied to the cover plate portion shown in FIG. 6. 非特許文献1記載の従来技術を示しており、(a)は羽子板ボルトの斜視図、(b)は羽子板ボルトの使用状態説明図である。1A and 1B show a conventional technique described in Non-Patent Document 1, in which FIG. 1A is a perspective view of a blade bolt, and FIG.
 図1ないし図19を参照して、本発明の実施の形態を更に詳細に説明する。なお、以下の説明は、〔接合構造〕、〔接合具〕、〔接合部材〕、〔接合方法〕、〔接合部材の接合面の加工方法〕、〔変形例〕の順序により行う。また、各図における符号は、煩雑さを軽減し理解を容易にする必要な範囲内で付しており、同一符号が付される複数の同等物についてはその一部にのみ符号を付す場合がある。 Embodiments of the present invention will be described in more detail with reference to FIGS. The following description will be made in the order of [joining structure], [joining tool], [joining member], [joining method], [working method of joining surface of joining member], and [modification]. In addition, reference numerals in each drawing are attached within a range necessary for reducing complexity and facilitating understanding, and a plurality of equivalents to which the same reference numerals are assigned may be given a reference numeral for only a part thereof. is there.
 〔接合構造〕
 図6乃至図8に示すように、接合構造1は、接合具2と接合部材3により構成されている。接合具2と接合部材3については、以下詳述する。
(Joint structure)
As shown in FIGS. 6 to 8, the joining structure 1 includes a joining tool 2 and a joining member 3. The joining tool 2 and the joining member 3 will be described in detail below.
 〔接合具〕
 図1(a)を参照する。接合具2は、立方体であって角部が面取りされた形状であり、本体21と、支持体23を備える。接合具2は、ステンレススチール製であるが、前述の通り他の剛性材料であってもよく、その場合「剛性材料」は難変形性を有すると共に、耐候性を有する材料であることが好ましい。
(Jigs)
Please refer to FIG. The connector 2 is a cube having a shape with a chamfered corner, and includes a main body 21 and a support 23. The joining tool 2 is made of stainless steel, but may be another rigid material as described above. In this case, the “rigid material” is preferably a material having resistance to deformation and weather resistance.
 図1乃至図4、図6を参照し、本体21について説明する。本体21は、底板部211と、底板部211の周縁から立設した4面の側板部212a、212b、212c、212d(以下、まとめて説明する際には「212a~d」という)とにより構成され、そして、底板部211の対抗方向が開口した(当該部分を以下「開口部215」という)中空構造である。 本体 The main body 21 will be described with reference to FIGS. 1 to 4 and FIG. The main body 21 includes a bottom plate portion 211 and four side plate portions 212a, 212b, 212c, and 212d (hereinafter, referred to as "212a to d" when collectively described) which stand upright from the periphery of the bottom plate portion 211. The bottom plate 211 has a hollow structure in which the opposite direction is open (the portion is hereinafter referred to as “opening 215”).
 なお、底板部211および側板部212a~dは、面取りされた角部を除き、外面が平坦に構成されている。 The bottom plate portion 211 and the side plate portions 212a to 212d have flat outer surfaces except for chamfered corners.
 側板部212a~dの開口部215に沿った領域には、上部面取り部分216a、216b、216c、216d(以下、まとめて説明する際には「216a~d」という)が形成されている。より詳しくは、側板部212aには上部面取り部分216aが、側板部212bには上部面取り部分216bが、側板部212cには上部面取り部分216cが、側板部212dには上部面取り部分216dが、それぞれ形成されている。 The upper chamfered portions 216a, 216b, 216c, and 216d (hereinafter, referred to as "216a to 216d" when collectively described) are formed in the regions along the openings 215 of the side plate portions 212a to 212d. More specifically, an upper chamfered portion 216a is formed on the side plate portion 212a, an upper chamfered portion 216b is formed on the side plate portion 212b, an upper chamfered portion 216c is formed on the side plate portion 212c, and an upper chamfered portion 216d is formed on the side plate portion 212d. Have been.
 側板部212a~dの底板部211に沿った辺部には、下部面取り部分217a、217b、217c、217d(以下、まとめて説明する際には「217a~d」という)が形成されている。より詳しくは、側板部212aには下部面取り部分217aが、側板部212bには下部面取り部分217bが、側板部212cには下部面取り部分217cが、側板部212dには下部面取り部分217dが、それぞれ形成されている。 The lower side chamfered portions 217a, 217b, 217c, and 217d (hereinafter, collectively referred to as "217a to 217d") are formed on the sides of the side plate portions 212a to 212d along the bottom plate portion 211. More specifically, a lower chamfered portion 217a is formed on the side plate portion 212a, a lower chamfered portion 217b is formed on the side plate portion 212b, a lower chamfered portion 217c is formed on the side plate portion 212c, and a lower chamfered portion 217d is formed on the side plate portion 212d. Have been.
 上部面取り部分216a~dの幅方向略中央と下部面取り部分217a~dの幅方向略中央には、後述する固定具5を取り付け可能な固定具用ネジ孔218(前述の「固定具挿通孔」に相当)が各々1つ(合計8つ)形成されている(図2参照)。なお、固定具5は、本体21から支持体23が離脱しないように固定する部材であり、本実施形態ではイモネジを採用している(図6参照)が、これに限定するものではなく、支持体23を離脱不能に固定可能であれば、各種の止めネジ等の部材であってもよい。 At substantially the center in the width direction of the upper chamfered portions 216a to 216d and substantially the center in the width direction of the lower chamfered portions 217a to 217d, a screw hole 218 for a fixture to which a fixture 5 to be described later can be attached (the above-mentioned "fixing tool insertion hole") (Corresponding to a total of eight) is formed (a total of eight) (see FIG. 2). The fixing tool 5 is a member for fixing the support body 23 so as not to be detached from the main body 21. In the present embodiment, a set screw is employed (see FIG. 6), but the present invention is not limited to this. Various members such as set screws may be used as long as the body 23 can be fixed undetachably.
 固定具用ネジ孔218は、孔壁に雌ネジが螺刻された孔であり、側板部212a~dの外面から内面まで貫通し、後述するリブ214a等に重複する位置に穿設されている(特に図2(a)、図3(a)参照)。また、固定具用ネジ孔218の各々は、上部面取り部分216a~dあるいは下部面取り部分217a~dと直交する方向に穿設されており、上部面取り部分216a~dの設けられた孔の方向は、本体21の中心に向かって下り傾斜しており、下部面取り部分217a~dの設けられた孔の方向は、本体21の中心に向かって上り傾斜している(特に図4(a)参照)。 The fixing screw hole 218 is a hole formed by threading a female screw in the hole wall, penetrates from the outer surface to the inner surface of the side plate portions 212a to 212d, and is formed at a position overlapping with a rib 214a to be described later. (Especially, see FIGS. 2A and 3A). Each of the fixing screw holes 218 is formed in a direction orthogonal to the upper chamfered portions 216a to 216d or the lower chamfered portions 217a to 217d. The direction of the holes provided with the upper chamfered portions 216a to 216d is as follows. , Downwardly inclined toward the center of the main body 21, and the direction of the holes provided with the lower chamfered portions 217a to 217d is upwardly inclined toward the center of the main body 21 (particularly, see FIG. 4A). .
 なお、固定具用ネジ孔218は、接合具2と接合部材3の接合に使用するほか、例えば、接合構造1において対角位置にある他の接合具2との間で、必要に応じて、垂直ブレースのような補強材等の接続部分を取り付けることも可能であり、接合構造1の補強等のために使用することができる。 In addition, the screw hole 218 for a fixture is used for joining the joining tool 2 and the joining member 3. For example, between the other joining tool 2 at a diagonal position in the joining structure 1, if necessary, It is also possible to attach a connection part such as a reinforcing material such as a vertical brace, and it can be used for reinforcing the joint structure 1 and the like.
 側板部212aと側板部212bが接合する角部、側板部212bと側板部212cが接合する角部、側板部212cと側板部212dが接合する角部、および、側板部212dと側板部212aが接合する角部、には縦方向の面取り部分(符号省略)が、それぞれ形成されている。 A corner where the side plate 212a and the side plate 212b are joined, a corner where the side plate 212b and the side plate 212c are joined, a corner where the side plate 212c and the side plate 212d are joined, and where the side plate 212d and the side plate 212a are joined Each of the corners has a chamfered portion in the vertical direction (reference numerals are omitted).
 各縦方向の面取り部分の高さ方向略中央には、本体21の内外方向に貫通すると共に、孔壁に雌ネジが螺刻された、予備孔219が穿設されている。なお、予備孔219は、接合具2と接合部材3の接合に直接的に使用するものではないが、例えば、接合構造1において対角位置にある他の接合具2との間で、必要に応じて、水平ブレースのような補強材等の接続部分を取り付け可能な孔であり、接合構造1の補強等のために使用することができる。また、長尺なイモネジ等を、その先端が支持部232に当たるまで螺挿することで、後述する支持体23の支持部232を斜め方向から支持することも可能である。 予 備 A preliminary hole 219, which penetrates inward and outward of the main body 21 and is formed by threading a female screw in a hole wall, is formed substantially at the center in the height direction of each vertical chamfered portion. Note that the preliminary hole 219 is not used directly for joining the joining tool 2 and the joining member 3, but it is necessary, for example, between the joining tool 1 and another joining tool 2 at a diagonal position in the joining structure 1. Accordingly, it is a hole to which a connection part such as a reinforcing material such as a horizontal brace can be attached, and can be used for reinforcing the joint structure 1 or the like. Further, it is also possible to support the support portion 232 of the support body 23 described later from an oblique direction by screwing a long potato screw or the like until the tip thereof comes into contact with the support portion 232.
 底板部211および側板部212a~dには、板厚方向に貫通した接続具挿通孔213が形成されている。接続具挿通孔213は、底板部211等において、各角方向寄りに1つずつ(合計4箇所)形成されている。そして、各接続具挿通孔213は、内面に加工が無い孔であって、後述する接続ボルトの軸部よりも僅かに径大な孔径に形成され、挿通した軸部との間でガタつきが出ないようにしてある。 接 続 Connector insertion holes 213 penetrating in the thickness direction are formed in the bottom plate portion 211 and the side plate portions 212a to 212d. The connector insertion holes 213 are formed one by one in each corner direction (a total of four places) in the bottom plate portion 211 and the like. Each connection tool insertion hole 213 is a hole having no processing on the inner surface, and is formed to have a slightly larger diameter than a shaft portion of a connection bolt to be described later. I'm trying not to come out.
 本体21の内部空間には、側板部212a~dの各々の内面から底板部211上面の一部に沿ってリブ214a、214b、214c、214d(以下、まとめて説明する際には「214a~d」等という)が形成されている。すなわち、本体21の内部空間に形成されたリブは、側板部毎に1条(合計4条)形成されている。 In the internal space of the main body 21, ribs 214a, 214b, 214c, 214d (hereinafter referred to as "214a to 214d" when collectively described) extend from the inner surface of each of the side plate portions 212a to 212d along a part of the upper surface of the bottom plate portion 211. "Etc.) are formed. That is, one rib (four in total) is formed in the inner space of the main body 21 for each side plate portion.
 更に詳しくは、リブ214aは、側板部214aの内面の高さ方向(開口部215から底板部211上面)に亘って形成された略L字状である。また、リブ214aにおいて、本体21の内部空間中央側に面した端面は、鉛直方向に垂下し、途中から底板部211の中央方向へ下り傾斜した形状である。なお、リブ214b~dについては、同様の構成であるため、個別の説明は省略する。 More specifically, the rib 214a has a substantially L-shape formed in the height direction of the inner surface of the side plate portion 214a (from the opening 215 to the upper surface of the bottom plate portion 211). The end face of the rib 214a facing the center of the inner space of the main body 21 has a shape that hangs down in the vertical direction and is inclined downward in the middle toward the center of the bottom plate 211. Since the ribs 214b to 214d have the same configuration, the individual description is omitted.
 図1、図4および図6を参照し、支持体23について説明する。支持体23は、蓋板部231と、蓋板部231の内面に設けられ、本体21の内部空間(中空領域)に挿入可能な大きさの支持部232を有する。 支持 With reference to FIGS. 1, 4 and 6, the support 23 will be described. The support 23 has a cover plate portion 231 and a support portion 232 that is provided on the inner surface of the cover plate portion 231 and that can be inserted into the internal space (hollow region) of the main body 21.
 蓋板部231は、外面が平坦であり、本体21の開口部215(すなわち、底板部211の対向方向)を閉塞可能な大きさ、かつ、底板部211および側板部212a~dよりも僅かに厚い厚さ(底板部等の厚さの1.5~1.6倍程度)に形成されている。 The cover plate 231 has a flat outer surface, a size capable of closing the opening 215 of the main body 21 (that is, the direction facing the bottom plate 211), and is slightly smaller than the bottom plate 211 and the side plates 212a to 212d. It is formed to have a large thickness (about 1.5 to 1.6 times the thickness of the bottom plate and the like).
 蓋板部231は、平面視で概略正方形であり、各辺の略中央部分に、蓋板部の中心方向に窪んだ形状の第1切欠部233が形成され、各第1切欠部233が、本体21の開口部215に形成されたリブ214a~dの上端と係合可能に構成されている。 The cover plate portion 231 has a substantially square shape in a plan view, and a first cutout portion 233 having a shape depressed in the center direction of the cover plate portion is formed at a substantially central portion of each side, and each of the first cutout portions 233 is It is configured to be able to engage with the upper ends of the ribs 214a to 214d formed in the opening 215 of the main body 21.
 蓋板部231には、板厚方向に貫通した接続具挿通孔234が形成されている。接続具挿通孔234は、蓋板部231において、中央から各角方向寄りに1つずつ(合計4箇所)形成されている。また、接続具挿通孔234は、各孔の軸心方向と支持部232が重ならないように配設されている。 接 続 The cover plate portion 231 is formed with a connector insertion hole 234 penetrating in the plate thickness direction. The connector insertion holes 234 are formed in the lid plate portion 231 one by one from the center toward each corner (total of four locations). The connector insertion holes 234 are arranged such that the axial direction of each hole does not overlap the support portion 232.
 各接続具挿通孔213は、内面に加工が無い孔であって、後述する接続ボルトの軸部よりも僅かに径大な孔径に形成され、挿通した軸部との間でガタつきが出ないようにしてある。 Each connection tool insertion hole 213 is a hole that is not processed on the inner surface, is formed to have a slightly larger diameter than a shaft portion of a connection bolt to be described later, and does not rattle with the inserted shaft portion. It is like that.
 支持部232は、隣接する片部が軸心部分で直交する、略十字柱形状である。支持部232は、先端面235が底板部211の上面に当接する長さであると共に、各側端面(側端面236)がリブ214a~dの端面と当接する幅に設けられている。 The support portion 232 has a substantially cruciform shape in which adjacent pieces are orthogonal to each other at the axis. The support portion 232 has such a length that the front end surface 235 is in contact with the upper surface of the bottom plate portion 211, and has a width such that each side end surface (side end surface 236) is in contact with the end surfaces of the ribs 214a to 214d.
 支持部232は、各片部において、軸方向に傾斜して形成された、第2切欠部237と第3切欠部238を有している。 The support portion 232 has a second cutout portion 237 and a third cutout portion 238 formed in each piece so as to be inclined in the axial direction.
 第2切欠部237は、蓋板部231との固着箇所近傍に形成されている。支持部232の中心軸方向へ切り欠かれた形状で、第2切欠部の一番深い隅部分が略直角に形成されている。 2The second notch 237 is formed in the vicinity of the place where the second notch 237 is fixed to the cover plate 231. The support portion 232 has a shape cut out in the direction of the central axis, and the deepest corner portion of the second notch portion is formed at a substantially right angle.
 第3切欠部238は、支持部232の軸方向先部に形成されており、側端面236から先端面235方向へ傾斜している。つまり、第3切欠部は、本体21内に支持部232が挿入した状態において、リブ214a~dの下方にある傾斜した端面(換言すると、本体21の内面)に当接支持される形状に設けられている。 The third notch 238 is formed at the tip of the support 232 in the axial direction, and is inclined from the side end surface 236 toward the front end surface 235. In other words, the third notch is provided in a shape that is abutted and supported on the inclined end surface below the ribs 214a to 214d (in other words, the inner surface of the main body 21) when the support portion 232 is inserted into the main body 21. Have been.
 本実施の形態では、前述の「接続具」として、長手方向に雄ネジが螺刻された軸部41を有し、六角のネジ頭を有する接続ボルト4を使用している。 In the present embodiment, as the above-mentioned “connector”, a connection bolt 4 having a shaft portion 41 in which a male screw is threaded in a longitudinal direction and having a hexagonal screw head is used.
 〔接合部材〕
 接合部材3は、無垢材の磨き丸太である柱材31a、31b(以下、まとめて説明する際には「31a~b」という)と横架材32a、32b、32c、32d(以下、まとめて説明する際には「32a~d」という)により構成され、接合具2と組み合わせることで、建物に木造軸組工法を適用することができる。接合部材3は、両方の端面(すなわち木口面)が接合面35を構成し、接合具2との接合箇所となる。接合面35については以下で詳述する。
(Joint members)
The joining member 3 includes pillar members 31a and 31b (hereinafter, referred to as "31a-b" when collectively described), which are polished logs of solid materials, and horizontal members 32a, 32b, 32c, and 32d (hereinafter, collectively). At the time of description, it is constituted by “32a to d”), and by combining with the joint 2, the wooden frame construction method can be applied to the building. In the joining member 3, both end faces (that is, the cut ends) constitute a joining surface 35, and serve as a joining portion with the joining tool 2. The joining surface 35 will be described in detail below.
 また、柱材31a~bと横架材32a~dは、無垢材の磨き丸太であり、乾燥による割れ防止のため、木口面から所定の深さ、および長さの背割り33が形成されている。 The column members 31a-b and the horizontal members 32a-d are polished logs made of solid wood, and a spine split 33 having a predetermined depth and a predetermined length from a wooden edge is formed to prevent cracks due to drying. .
 なお、図6、図7(a)、図8においては、接合具2の全ての面に接合部材3が接合された態様であるが、前述の通り、接合部材3は、接合具2の底板部211の外面、側板部212a~dの外面または蓋板部231の外面の中から、施工者等が所望し選択する2~5つの外面に接合することができる。 6, FIG. 7A, and FIG. 8, the joining members 3 are joined to all surfaces of the joining tool 2. However, as described above, the joining member 3 is a bottom plate of the joining tool 2. From among the outer surface of the portion 211, the outer surface of the side plate portions 212a to 212d, or the outer surface of the cover plate portion 231, it can be joined to two to five outer surfaces desired and selected by a constructor or the like.
 これによって、所望する接合構造で柱梁等を構成することができ、構成例としては、例えば、図7(b)に示すように、接合具2の3つの側面と上下面の合計5面に接合部材3が接合された態様、または、図7(c)に示すように、接合具2の2つの側面と下面の3面に接合部材3が接合された態様が挙げられる。 This makes it possible to form a pillar or the like with a desired joint structure. As a configuration example, for example, as shown in FIG. An embodiment in which the joining members 3 are joined, or an embodiment in which the joining members 3 are joined to the three side surfaces and the lower surface of the joining tool 2 as shown in FIG.
 より詳しくは、図7(b)では、側板部212aに横架材32aが、側板部212bに横架材32bが、側板部212cに横架材32cが、蓋板部231に柱材31aが、底板部211に柱材31bが、各々接合されている。また、図7(c)では、側板部212bに横架材32bが、側板部212cに横架材32cが、底板部211に柱材31bが、各々接合されている。 More specifically, in FIG. 7B, the lateral member 32a is provided on the side plate portion 212a, the lateral member 32b is provided on the side plate portion 212b, the lateral member 32c is provided on the side plate portion 212c, and the column member 31a is provided on the cover plate portion 231. The column member 31b is joined to the bottom plate portion 211, respectively. In FIG. 7C, the lateral member 32b is joined to the side plate portion 212b, the lateral member 32c is joined to the side plate portion 212c, and the column member 31b is joined to the bottom plate portion 211, respectively.
 柱材31a~bと横架材32a~dは、木口面近傍の周面から、接合面となる木口面に向かって所定角度でカットしたカット面34が形成されている。本実施の形態では、カット面34は、接合面が正方形になるように四方向から、合計4面が形成されている。なお、各カット面34は、幅方向略中央に、傾斜に沿ってカット面34の全長に亘る、1条の切欠溝341が形成されている(図9参照)。 The column members 31a-b and the horizontal members 32a-d are formed with a cut surface 34 that is cut at a predetermined angle from the peripheral surface in the vicinity of the cut edge toward the cut surface, which is the joining surface. In the present embodiment, a total of four cut surfaces 34 are formed from four directions so that the joining surface is square. Note that each cut surface 34 is formed with a single notch groove 341 that extends along the entire length of the cut surface 34 along the slope substantially at the center in the width direction (see FIG. 9).
 カット面34が形成されていることにより、柱材31a~bあるいは横架材32a~dを接合具2に接合した際に、柱材31a~bおよび横架材32a~dの隣接するカット面34が略相対し、先端側が密着することで、組み継ぎ工法のように接合面近傍を見えなくする(すなわち、接合部材3によって接合具2を掩蔽する)ことができる。 Since the cut surfaces 34 are formed, when the column members 31a-b or the horizontal members 32a-d are joined to the joining tool 2, the adjacent cut surfaces of the column members 31a-b and the horizontal members 32a-d are formed. 34 are substantially opposed to each other, and the front end side is in close contact, so that the vicinity of the joint surface cannot be seen (that is, the joint member 2 is covered by the joint member 3) as in the splicing method.
 切欠溝341は、事前に、または、接合具2と接合した後に形成され、柱材31a~bあるいは横架材32a~dの接合によって隠れる接合具2の固定具用ネジ孔218および予備孔219の孔口が利用できる(すなわち、固定具5を螺挿できる)位置、深さであり、かつ、柱材31a等の美観を損ねないように極力狭い幅(固定具5よりも僅かに幅広)に形成されている(特に図6、図8および図9参照)。 The notch groove 341 is formed in advance or after joining with the joining tool 2, and the fixing tool screw hole 218 and the spare hole 219 of the joining tool 2 hidden by joining the column members 31 a-b or the horizontal members 32 a-d are formed. Is a position and depth at which the hole of (a) can be used to insert the fixing device 5, and is as narrow as possible (slightly wider than the fixing device 5) so as not to impair the aesthetic appearance of the column member 31 a or the like. (See especially FIGS. 6, 8 and 9).
 なお、接合具2が接合部材3によって外観に現れないようにするため、接合部材3は、その木口の直径が接合具2の縦横の寸法の1.2~2倍程度であることが好ましい。なお、1.2倍未満であると、接合部材3で接合具2が掩蔽されにくくなるため、好ましくない。また、2倍を超えると、接合部材3の接合面全体に対して、接合具2と接合部材3との接合面の面積比の差が大きくなって剪断力等の外力に対抗しきれなくなり、接合強度が低下するおそれがあるためである。 In order to prevent the joining member 2 from appearing by the joining member 3, it is preferable that the diameter of the opening of the joining member 3 is about 1.2 to 2 times the length and width of the joining member 2. If the ratio is less than 1.2 times, the joining member 2 is hardly covered by the joining member 3, which is not preferable. On the other hand, if it exceeds twice, the difference in the area ratio of the joining surface of the joining tool 2 and the joining member 3 to the entire joining surface of the joining member 3 becomes large, and the joint member 3 cannot fully resist external forces such as shearing force. This is because the bonding strength may be reduced.
 図6、図8および図9を参照して、接合面35について説明する。なお、図9では、横架材32aの接合面35を示しているが、柱材31a~bと横架材32a~dの両端面に構成された接合面は、概ね共通する構成であるため、個別の説明を省略する。横架材32aは自然物であるため、太さ等の多少の大小はあるが、後述する接続ボルト4を螺挿する接続具用ネジ孔36等の配置は同じである。 接合 With reference to FIGS. 6, 8 and 9, the joining surface 35 will be described. Although FIG. 9 shows the joint surface 35 of the horizontal member 32a, the joint surfaces formed on both end surfaces of the column members 31a to 31b and the horizontal members 32a to 32d are substantially common. , Individual description is omitted. Since the horizontal member 32a is a natural material, it has some size such as thickness, but the arrangement of the screw holes 36 for the connector for inserting the connection bolts 4 described later is the same.
 接合面35は、正面視で概略正方形であり、各辺の略中央に、切欠溝341の端部が現れている。また、図9で接合面35の上辺から接合面35中央に掛けて、鉛直方向に背割り33の端部が現れている。 The joint surface 35 is substantially square in a front view, and the end of the cutout groove 341 appears at the approximate center of each side. In FIG. 9, the end of the spine split 33 appears vertically from the upper side of the joining surface 35 to the center of the joining surface 35.
 接合面35には、横架材32aの軸方向に沿った接続具用ネジ孔36が形成されている。接続具用ネジ孔36は、接合面35において、各角方向寄りに1つずつ(合計4箇所)形成されている。そして、各接続具用ネジ孔36の配置は、接合具2の側板部212aに形成された各接続具挿通孔213と重複し連通するようになっている(特に図6、図9を参照)。 接 続 The joint surface 35 is formed with a screw hole 36 for the connector along the axial direction of the horizontal member 32a. The connection tool screw holes 36 are formed on the joint surface 35 one by one in each corner direction (a total of four places). Then, the arrangement of the screw holes 36 for each connector is configured to overlap and communicate with each connector insertion hole 213 formed in the side plate portion 212a of the connector 2 (see especially FIGS. 6 and 9). .
 接続具用ネジ孔36は、接合面35に穿設された固定孔351に嵌挿した長ナット361で構成されている。そして、長ナット361は、その基端が接合面35から約0.5mm突出した態様で取り付けられ、突出した長ナット361の端面が前述の「所定幅の周縁部」を構成している(以後、接合面35に現れた長ナット361の端面を「周縁部362」という)。なお、長ナット361はステンレススチール製であり、本体を構成するステンレススチールと同程度の強度の剛性材料である。 The screw hole 36 for a connector is formed by a long nut 361 fitted in a fixing hole 351 formed in the joint surface 35. The long nut 361 is attached so that its base end protrudes by about 0.5 mm from the joint surface 35, and the protruding end surface of the long nut 361 constitutes the aforementioned "peripheral portion having a predetermined width" (hereinafter, referred to as a "peripheral portion"). The end face of the long nut 361 that appears on the joint surface 35 is referred to as a “peripheral portion 362”). The long nut 361 is made of stainless steel, and is a rigid material having the same strength as the stainless steel constituting the main body.
 更に、接続具用ネジ孔36は、周縁部362と反対側に、周面に雄ネジが螺刻された長軸部363が連設されている。長軸部363は、固定孔351の奥まで挿入され、かつ、長軸部363の外面と固定孔351の内面との間を接着剤Pで固着してある。固定孔351は、少なくとも長軸部363が挿通される領域における内面を、木繊維を切断しない程度の押圧力を以て螺旋状に窪ませて形成した、窪み部352を有している。 Furthermore, a long shaft portion 363 having a male screw threaded on the peripheral surface is continuously provided on the side opposite to the peripheral edge portion 362 of the connector screw hole 36. The long shaft portion 363 is inserted to the depth of the fixing hole 351, and the outer surface of the long shaft portion 363 and the inner surface of the fixing hole 351 are fixed with an adhesive P. The fixing hole 351 has a recessed portion 352 formed by spirally recessing the inner surface at least in a region where the long shaft portion 363 is inserted with a pressing force that does not cut the wooden fiber.
 〔接合方法〕
 図6乃至図8を参照して、接合構造1の作用および接合方法について説明する。
 (1)接合具2の本体21の底板部211と4面の側板部212a~dに対し、接合部材3(具体的には、底板部211には柱材31aを、横架材32a~dには側板部212a~dを)の接合面35を当接させる。
(Joining method)
With reference to FIGS. 6 to 8, the operation of the joining structure 1 and the joining method will be described.
(1) The joining member 3 (specifically, the column member 31a is attached to the bottom plate portion 211 and the horizontal members 32a to 32d) are attached to the bottom plate portion 211 and the four side plate portions 212a to 212d of the main body 21 of the joining device 2. Is brought into contact with the joining surface 35 of the side plate portions 212a to 212d).
 (2)接続ボルト4および接続具用ネジ孔36からなる接続構造部を介して、接合具2と接合部材3を接合する。具体的には、本体21内に接続ボルト4を入れ、軸部41を接続具挿通孔213に挿通させて軸部41を本体21外に出す。 (2) The joining tool 2 and the joining member 3 are joined via the connecting structure portion including the connecting bolt 4 and the connecting tool screw hole 36. Specifically, the connection bolt 4 is inserted into the main body 21, the shaft 41 is inserted into the connector insertion hole 213, and the shaft 41 is taken out of the main body 21.
 (3)そして、本体21外に出した軸部41を、接合部材3の接合面35の接続具用ネジ孔36に螺着し、本体21の底板部211等の外面と、接合部材3の接合面35が当接するまで接続ボルト4を締める。このとき、接合面35の周縁部362が、底板部211等の外面に当たって止まる。 (3) Then, the shaft portion 41 protruding out of the main body 21 is screwed into the screw hole 36 for the connector on the joint surface 35 of the joint member 3, and the outer surface of the bottom plate 211 or the like of the main body 21 and the joint member 3 Tighten the connection bolt 4 until the joint surface 35 comes into contact. At this time, the peripheral portion 362 of the joining surface 35 hits the outer surface of the bottom plate 211 and the like and stops.
 (4)このようにして、本体2の底板部211および側板部212a~dの全ての外面と、接合部材3の柱材31aおよび横架材32a~dとを接合する。 (4) In this manner, all the outer surfaces of the bottom plate portion 211 and the side plate portions 212a to 212d of the main body 2 are joined to the column members 31a and the horizontal members 32a to 32d of the joining member 3.
 (5)次に、同様の方法で、支持体23の蓋板部231の外面に接合部材3(具体的には柱材31b)を接合する。そして、接合部材3を接合した支持体23は、支持部232を本体21の開口部215から本体21の内部空間の奥まで挿入させる。 (5) Next, the joining member 3 (specifically, the column member 31b) is joined to the outer surface of the cover plate portion 231 of the support 23 by the same method. Then, the support body 23 to which the bonding member 3 is bonded allows the support portion 232 to be inserted from the opening 215 of the main body 21 to the inner space of the main body 21.
 (6)挿入した支持部232は、本体21内において、先端面235および側端面236が当接支持される。更に詳しくは、本体21内において、底板部211上面に支持部232の先端面235が当接すると共に、本体21内のリブ214a~dの端面に、支持部232の側端面236および第3切欠部238が当接する。 (6) The inserted support portion 232 is supported in the main body 21 with the front end surface 235 and the side end surface 236 in contact with each other. More specifically, in the main body 21, the front end surface 235 of the support portion 232 abuts on the upper surface of the bottom plate 211, and the side end surface 236 of the support portion 232 and the third notch are provided on the end surfaces of the ribs 214 a to 214 d in the main body 21. 238 abut.
 (7)更に、支持部232を本体21内の奥まで挿入すると、開口部215口縁のリブ214a~dの各上端と、蓋板部231周縁の各第1切欠部233とが嵌合する。 (7) When the support portion 232 is further inserted into the inside of the main body 21, the upper ends of the ribs 214 a to 214 d on the edge of the opening 215 and the first notches 233 on the peripheral edge of the cover plate portion 231 are fitted. .
 (8)本体21と支持体23を取り付けた後、本体21の固定具用ネジ孔218の各々に固定具5を螺挿し、奥まで締める。これにより、各固定具5の先部が、支持部232の第2切欠部237あるいは第3切欠部238に当接し、支持体23は本体21から脱落しないように固定される。加えて、固定具5で押さえたことにより、本体21と支持部232との間でガタつきが出ないようにしてある。 (8) After attaching the main body 21 and the support 23, the fixing tool 5 is screwed into each of the fixing screw holes 218 of the main body 21 and tightened all the way. As a result, the tip of each fixture 5 comes into contact with the second cutout portion 237 or the third cutout portion 238 of the support portion 232, and the support body 23 is fixed so as not to fall off from the main body 21. In addition, the pressing with the fixing tool 5 prevents rattling between the main body 21 and the support portion 232.
 〔接合部材の接合面の加工方法〕
 接合部材の接合面の加工方法は、「固定孔の形成工程S1」および「接合部の形成工程S2」を備える。そして、固定孔の形成工程S1には「収容部形成工程」を含まれるため、以下「固定孔の形成工程S1/収容部形成工程」と記載する。各工程について、主に図10~図13を参照して、以下詳述する。
[Processing method of joining surface of joining member]
The method for processing the joining surface of the joining member includes a “fixing hole forming step S1” and a “joining portion forming step S2”. Since the fixing hole forming step S1 includes the “accommodating section forming step”, the fixing hole forming step S1 is hereinafter referred to as “fixing hole forming step S1 / accommodating section forming step”. Each step will be described in detail below mainly with reference to FIGS.
 (固定孔の形成工程S1/収容部形成工程)
 固定孔の形成工程S1/収容部形成工程は、固定孔351を形成するための、基礎孔部形成ステップS1-1と、窪み部形成ステップS1-2からなる(図13参照)。
(Fixing hole forming step S1 / accommodating section forming step)
The fixing hole forming step S1 / accommodating section forming step includes a base hole forming step S1-1 and a depression forming step S1-2 for forming the fixing hole 351 (see FIG. 13).
 <基礎孔部形成ステップS1-1>
 基礎孔部形成ステップS1-1では、接合部材3の接合面35に、所定深さの基礎孔部353を木材の繊維方向D1と略同じ方向で形成する。そして、基礎孔部353は、接合面35寄りとなる部分に、孔径を拡張した収容部354を形成する(図12(a)、図13参照)。
<Basic hole forming step S1-1>
In the basic hole forming step S1-1, a basic hole 353 having a predetermined depth is formed on the bonding surface 35 of the bonding member 3 in a direction substantially the same as the fiber direction D1 of the wood. The base hole 353 forms a housing portion 354 having an enlarged hole diameter in a portion near the joint surface 35 (see FIGS. 12A and 13).
 基礎孔部353および収容部354は、ドリル刃61を備えたハンマードリル6によって穿設する。ドリル刃61は、長軸方向に挿通孔(図示省略)を有する筒状の大径ドリル刃612と小径ドリル錐611の組み合わせによるものである。そして、ドリル刃61は、大径ドリル刃612の挿通孔に小径ドリル錐611を挿通させ、大径ドリル刃612を小径ドリル錐611の基端側(ハンマードリル6側)に固定される。 The base hole 353 and the housing 354 are formed by the hammer drill 6 having the drill blade 61. The drill blade 61 is a combination of a cylindrical large-diameter drill blade 612 having a through-hole (not shown) in the long axis direction and a small-diameter drill cone 611. Then, the small-diameter drill bit 611 is inserted into the insertion hole of the large-diameter drill blade 612, and the large-diameter drill bit 612 is fixed to the base end side (the hammer drill 6 side) of the small-diameter drill bit 611.
 なお、大径ドリル刃612と小径ドリル錐611は着脱可能であり、最初に小径ドリル錐611のみで基礎孔部353を形成し、次いで、大径ドリル刃612を取り付けて収容部354を形成する使用方法、あるいは、大径ドリル刃612と小径ドリル錐611を一体に固定した状態で、基礎孔部353と収容部354を同時に形成する使用方法、のいずれかの方法を選択することができる。 The large-diameter drill bit 612 and the small-diameter drill bit 611 are detachable. First, the base hole 353 is formed only with the small-diameter drill bit 611, and then the large-diameter drill bit 612 is attached to form the receiving section 354. Either a method of use or a method of simultaneously forming the base hole 353 and the accommodation portion 354 in a state where the large-diameter drill blade 612 and the small-diameter drill bit 611 are integrally fixed can be selected.
 <窪み部形成ステップS1-2>
 図13に示す窪み部形成ステップS1-2では、基礎孔部353に固定孔形成具7を順回転させながら押し込み、固定孔形成具7を逆回転させて抜き取ることで、基礎孔部353の内面を螺旋状に窪ませた窪み部352を形成する。窪み部352の形成は、固定孔形成具7を取り付けたハンマードリル6によって行う(図12(b)参照)。固定孔形成具7の抜き取り後、固定孔351内を金属製のロールブラシ(図示省略)等で清掃し、更にエアガン(図示省略)等により固定孔351内に圧縮空気を吹き込んで、木屑を除去する。
<Dent part forming step S1-2>
In the depression forming step S1-2 shown in FIG. 13, the fixing hole forming tool 7 is pushed into the base hole 353 while rotating in the forward direction, and the fixing hole forming tool 7 is pulled out in the reverse rotation, thereby removing the inner surface of the base hole 353. Is formed spirally to form a recessed portion 352. The recess 352 is formed by a hammer drill 6 to which a fixing hole forming tool 7 is attached (see FIG. 12B). After the fixing hole forming tool 7 is removed, the inside of the fixing hole 351 is cleaned with a metal roll brush (not shown) or the like, and compressed air is blown into the fixing hole 351 with an air gun (not shown) to remove wood chips. I do.
 前述の固定孔形成具7は、図12(b)に示すように、軸部71と、軸部71の周面に所定ピッチで形成された螺旋状の突条部72とを備える。そして、突条部72は、断面形状が山型であると共に、先端が非尖鋭形状で稜線方向に円滑に形成されている。なお、「非尖鋭形状」として、先端を平らにして面取りを行っているが、例えば、先端を丸めたものであってもよい。 The fixing hole forming tool 7 includes a shaft portion 71 and a spiral ridge portion 72 formed at a predetermined pitch on a peripheral surface of the shaft portion 71, as shown in FIG. The ridge portion 72 has a mountain-shaped cross section, a non-sharp tip, and is formed smoothly in the ridgeline direction. In addition, although the chamfering is performed with the tip being flat as the “non-sharp shape”, for example, the tip may be rounded.
 固定孔形成具7の使用により、基礎孔部無しでラグスクリューを木材に螺挿する場合と異なり、接合部材3の繊維を切断しない程度の押圧力を以て、基礎孔部353の内面に螺旋状に窪んだ窪み部352を有する、固定孔351を形成することができる。そして、突条部72の先端が非尖鋭かつ円滑な形状に形成されているので、前述の木組織への食い込みの際に、木繊維に沿って突条部72の先端が滑り、木繊維の切断が起こりにくくなる。 Unlike the case where the lag screw is screwed into the wood without the base hole by using the fixing hole forming tool 7, the inner surface of the base hole 353 is spirally formed with a pressing force that does not cut the fiber of the joining member 3. A fixing hole 351 having a concave portion 352 can be formed. And since the tip of the ridge part 72 is formed in the non-sharp and smooth shape, the tip of the ridge part 72 slides along a wood fiber at the time of biting into the above-mentioned wood tissue, Cutting is less likely to occur.
 固定孔形成具7は、軸部71の長さが380mmであり、突条部72のピッチが11mmで、山側が直径22mm、谷側が直径16mmであるが、この寸法に限定するものではなく、接合部材や接合具の大きさに応じて適宜変更することができる。なお、突条部72のピッチは10mm~12mmの範囲内であることが好ましい。 The fixing hole forming tool 7 has a length of the shaft portion 71 of 380 mm, a pitch of the ridge portions 72 of 11 mm, a diameter of 22 mm on the peak side and a diameter of 16 mm on the valley side, but is not limited to this dimension. It can be appropriately changed according to the size of the joining member or the joining tool. The pitch of the ridges 72 is preferably in the range of 10 mm to 12 mm.
 また、軸部は、山側(突条部)の直径と谷側の直径の比が、12:9~10:7の範囲内であることが好ましく、11:8であることがより好ましい。この理由としては、山側の直径と谷側の直径の差が大きくなると、基礎孔部内面に対する突条部の食い込みが大きくなって木繊維を切断してしまうため好ましくなく、他方、差が小さいとアンカー効果が低下するため好ましくないためである。 In the shaft portion, the ratio of the diameter of the ridge side (projecting ridge) to the diameter of the valley side is preferably in the range of 12: 9 to 10: 7, and more preferably 11: 8. The reason for this is that if the difference between the diameter of the hill side and the diameter of the valley side becomes large, the bite of the ridge portion into the inner surface of the foundation hole becomes large and the wood fiber is cut, which is not preferable. This is because the anchor effect is reduced, which is not preferable.
 前述の固定孔の形成工程S1/収容部形成工程によれば、固定孔351を接合面35に形成することができ、加えて、固定孔351の基礎孔部353が、木材の繊維方向D1に沿うように形成されたことで、加工後に最も高い引っ張り強度が得られるようになる。 According to the fixing hole forming step S1 / accommodating portion forming step described above, the fixing hole 351 can be formed on the joint surface 35, and in addition, the base hole 353 of the fixing hole 351 is oriented in the fiber direction D1 of the wood. By being formed along, the highest tensile strength can be obtained after processing.
 更に、固定孔351は、基礎孔部353と、木繊維方向と交差する方向に形成された窪み部352とが連通し、窪み部352に入り込んだ接着剤が硬化することで、後述するアンカー効果が生じる。 Further, the fixing hole 351 communicates with the base hole 353 and the depression 352 formed in a direction intersecting with the direction of the wood fiber, and the adhesive that has entered the depression 352 hardens, thereby providing an anchor effect described later. Occurs.
 加えて、窪み部352は、前述の押圧力を以て形成されたことにより、固定孔351周辺の木組織に亀裂が生じないか、生じにくくなっている。更にまた、木組織が圧縮されて密になり、窪み部352の強度を向上させている。 In addition, since the depression 352 is formed with the above-described pressing force, cracks do not occur or hardly occur in the tree structure around the fixing hole 351. Furthermore, the tree structure is compressed and densified, and the strength of the depression 352 is improved.
 なお、本実施形態では、前述のドリル刃61を備えたハンマードリル6を使用しているが、これに限定するものではなく、例えば、段付きドリル刃等の他の公知機材を使用し、基礎孔部と収容部の形成ステップを同時に行う等、基礎孔部353および収容部354を形成可能であれば、他の機材の使用あるいはステップを採用してもよい。また、固定孔形成具2を押し込む機材についても同様である。 In the present embodiment, the hammer drill 6 having the above-described drill blade 61 is used. However, the present invention is not limited to this. Other equipment or steps may be used as long as the base hole 353 and the housing 354 can be formed, for example, by performing the step of forming the hole and the housing at the same time. The same applies to the equipment for pushing the fixing hole forming tool 2.
 (接合部の形成工程S2)
 接合部の形成工程S2は、接着剤注入ステップS2-1、長軸部挿入ステップS2-2、および接着剤硬化ステップS2-3からなる(図13参照)。なお、図13では、接着剤注入ステップS2-1、長軸部挿入ステップS2-2のフローで記載しているが、各ステップはいずれが先であってもよく、各ステップの順番を入れ替えてもよい。
(Joint forming step S2)
The bonding part forming step S2 includes an adhesive injection step S2-1, a long shaft part insertion step S2-2, and an adhesive curing step S2-3 (see FIG. 13). Although FIG. 13 shows the flow of the adhesive injection step S2-1 and the long shaft portion insertion step S2-2, any of the steps may be performed first, and the order of the steps may be changed. Is also good.
 <接着剤注入ステップS2-1>
 図13で示す接着剤注入ステップS2-1は、固定孔10に所定量の接着剤Pを注入して行われ、これにより、後述する長軸部363を固定孔351に固着するための前準備が整う。接着剤Pの注入は、固定孔351の孔奥に至る長さのノズル81を有するコーキングガン8等を使用して行い、固定孔351の孔奥に注入することが好ましい(図12(c)参照)。
<Adhesive injection step S2-1>
The adhesive injecting step S2-1 shown in FIG. 13 is performed by injecting a predetermined amount of the adhesive P into the fixing hole 10, thereby preparing for fixing the long shaft portion 363 described later to the fixing hole 351. Is ready. The adhesive P is injected using a caulking gun 8 or the like having a nozzle 81 having a length reaching the depth of the fixing hole 351, and is preferably injected into the depth of the fixing hole 351 (FIG. 12C). reference).
 接着剤Pは、エポキシ樹脂を主剤として硬化剤と混合するもの(木材に浸透し浸透部を硬化させる効果がある)を使用するが、他の公知の接着剤を使用してもよい。そして「所定量」は、固定孔351の大きさの場合、注入する接着剤Pの量は100cc程度であることが好ましい。発明者の知見によれば、この量であれば、挿入した長軸部363と固定孔351との隙間に充分に行き渡り、かつ、固定孔351の口から多量に漏れ出ることはない。 The adhesive P is a mixture of an epoxy resin as a main component and a curing agent (having an effect of penetrating wood and hardening a penetrated portion), but other known adhesives may be used. When the "predetermined amount" is the size of the fixing hole 351, the amount of the adhesive P to be injected is preferably about 100 cc. According to the knowledge of the inventor, with this amount, it does not sufficiently spread to the gap between the inserted long shaft portion 363 and the fixing hole 351 and does not leak out from the opening of the fixing hole 351 in a large amount.
 <長軸部挿入ステップS2-2>
 図13に示す長軸部挿入ステップS2-2は、長軸部363を固定孔351に挿入して行われ、これにより、長ナット361と長軸部363を接合部材3に固定するための前準備が整う。なお、当然に、長軸部363は固定孔351よりも径小であり、長軸部363の挿入により、長軸部363と固定孔351内面の間に、接着剤Pを充填する隙間が生じる(図10、図11参照)。
<Long shaft part insertion step S2-2>
The long shaft portion inserting step S2-2 shown in FIG. 13 is performed by inserting the long shaft portion 363 into the fixing hole 351. Thus, the long nut 361 and the long shaft portion 363 are not fixed to the joining member 3. Ready. Naturally, the long axis portion 363 is smaller in diameter than the fixing hole 351, and the insertion of the long axis portion 363 causes a gap between the long axis portion 363 and the inner surface of the fixing hole 351 to be filled with the adhesive P. (See FIGS. 10 and 11).
 接続具用ネジ孔36は長ナット361により構成され、長ナット361の先部には長軸部363が螺着して連設されている。長ナット361の先部側にはナット(符号省略)が螺着され、ダブルナット法により各ナットが緩まないように締結されている。 The connector screw hole 36 is formed by a long nut 361, and a long shaft portion 363 is threadedly connected to a leading end of the long nut 361. Nuts (symbols omitted) are screwed to the front end side of the long nut 361, and each nut is fastened by a double nut method so as not to be loosened.
 連設した長ナット361と長軸部363は、以下の手順で挿着する。また、下記手順による作業によれば、回転による遠心力で、長軸部363のネジ凹凸部分や窪み部352に接着剤Pが満遍なく充填される。 (5) The long nut 361 and the long shaft 363 that are continuously provided are inserted in the following procedure. In addition, according to the operation according to the following procedure, the adhesive P is evenly filled in the thread uneven portion and the concave portion 352 of the long shaft portion 363 by the centrifugal force due to the rotation.
 (1)長ナット361をインパクトレンチ等に取り付け、高速回転させながら、30~60秒程かけてゆっくりと押し込み、長ナット361の基端が接合面35から10mm程出た位置で一度止め、
 (2)高さ調整板(図示省略)を使用して、長ナット361の基端が接合面35から0.5mm突出した位置になるまで、長ナット361を押し込む。
(1) Attach the long nut 361 to an impact wrench or the like, and slowly rotate it for about 30 to 60 seconds while rotating it at high speed, and stop once at the position where the base end of the long nut 361 comes out of the joining surface 35 by about 10 mm.
(2) Using a height adjusting plate (not shown), push in the long nut 361 until the base end of the long nut 361 protrudes from the joint surface 35 by 0.5 mm.
 このとき、突出した長ナット361の端面が、周縁部362を構成する。なお、高さ調整版は、0.5mmの厚み(つまり、所望する突出高さと同じ厚み)で、所要数の孔が設けてあり、各孔は長ナット361よりもやや径大な直径に形成されたものである。 At this time, the protruding end surface of the long nut 361 forms the peripheral edge 362. The height adjustment plate has a thickness of 0.5 mm (that is, the same thickness as a desired protrusion height), and has a required number of holes, each hole having a diameter slightly larger than the long nut 361. It was done.
 <接着剤硬化ステップS2-3>
 図13に示す接着剤硬化ステップS2-3は、固定孔351の内面と、長軸部363および長ナット361の外面との間に充填された接着剤Pが、所定時間経過後に硬化すること(養生)により行われる。
<Adhesive curing step S2-3>
In the adhesive curing step S2-3 shown in FIG. 13, the adhesive P filled between the inner surface of the fixing hole 351 and the outer surfaces of the long shaft portion 363 and the long nut 361 is cured after a predetermined time has elapsed ( Curing).
 これにより、固定孔10に長軸部363および長ナット361が固着され、特に、螺旋状の窪み部352に入り込んで硬化した接着剤Pが、固定孔351周辺の木組織に対するアンカー効果を発揮することができる。加えて、長軸部363の周面に形成されたネジの凹凸が、硬化した接着剤Pとの間でアンカー効果を発揮し、引き抜き強度が更に向上する(図10、図11参照)。そして、嵌挿した長ナット361によって、接合面35に、接続具用ネジ孔36が設けられると共に、接続具用ネジ孔36の周囲に周縁部362を設けることができる。 As a result, the long shaft portion 363 and the long nut 361 are fixed to the fixing hole 10, and particularly, the adhesive P that has hardened by entering the helical recess 352 exerts an anchoring effect on wood tissue around the fixing hole 351. be able to. In addition, the unevenness of the screw formed on the peripheral surface of the long axis portion 363 exerts an anchor effect with the cured adhesive P, and the pull-out strength is further improved (see FIGS. 10 and 11). The fitting nut 35 allows the connection surface 35 to be provided with the connection tool screw hole 36 and the peripheral edge portion 362 to be provided around the connection tool screw hole 36.
 このように、接合部の形成工程S2によれば、各ステップにより、接続具用ネジ孔3を有する接合面35を形成することができる。 Thus, according to the bonding portion forming step S2, the bonding surface 35 having the screw hole 3 for the connecting tool can be formed in each step.
 前述の通り、一般的に木材の木口面は圧縮に弱く、生じた圧縮応力で接合金物が木口面を変形させることがあり、初期剛性を上げることが難しかった。しかしながら、接合部材3は、接合面35よりも僅かに高く突出した前述の周縁部362を有することで、接合具2と接合部材2の接合箇所において、接合具2の各外面に当接する部分が、接合面35ではなく、周縁部362になる。 (4) As described above, the wood edge of wood is generally vulnerable to compression, and the metal joint may deform the wood edge due to the generated compressive stress, making it difficult to increase the initial rigidity. However, since the joining member 3 has the above-described peripheral edge portion 362 projecting slightly higher than the joining surface 35, a portion of the joining portion between the joining tool 2 and the joining member 2 that comes into contact with each outer surface of the joining tool 2 is provided. , Instead of the joining surface 35.
 これによって、図11に示すような、木材の長軸方向と交差する方向D2への外力(剪断力)が加わった際に、硬質な接合具2の外面が、軟質な木口面W1に食い込むこと無く、応力を接合具2の表面で受けるため、当該箇所の剛性が向上し、接合面35の変形が抑制されて、より高い引き抜き強度が得られる。 Thereby, when an external force (shearing force) in a direction D2 intersecting with the long axis direction of the wood as shown in FIG. 11 is applied, the outer surface of the hard connector 2 bites into the soft kerf surface W1. However, since the stress is received on the surface of the joint 2, the rigidity of the portion is improved, the deformation of the joint surface 35 is suppressed, and a higher pull-out strength is obtained.
 前述の長軸部363では、周面の長手方向に亘って雄ネジが形成された態様であるが、長軸部から放射状に突起を多数設けた態様、あるいは、長軸部に窪みを多数設けたような、各種態様等であって、長軸部の周面に凹凸が形成されるものであればよく、また、長軸部の表面の周面に凹凸が無い円滑な形状を除外するものではない。また、前述の長ナット361は、ダブルナット法により緩まないように締結されているが、例えば、ネジ孔に緩み止め用の樹脂を付した長ナットや、基端側がフランジ状に更に拡径したナット等、長軸部363と長ナット361の連結が外れないものであればよい。 In the above-described long shaft portion 363, a male screw is formed in the longitudinal direction of the peripheral surface, but a large number of protrusions are provided radially from the long shaft portion, or a large number of depressions are provided in the long shaft portion. It is only necessary to form various shapes and the like on the peripheral surface of the long axis portion, and to exclude a smooth shape having no unevenness on the peripheral surface of the surface of the long axis portion. is not. The above-mentioned long nut 361 is fastened by the double nut method so as not to be loosened. For example, the long nut in which a screw is provided with a resin for preventing loosening, or the base end side is further expanded in a flange shape. It is sufficient that the connection between the long shaft portion 363 and the long nut 361 does not come off, such as a nut.
 以上の構成を有することにより、接合構造1は以下の優れた効果を奏する。すなわち、接合構造1は、接合具2の本体21を構成する底板部と側板部が剛性を有すると共に、内部に中空領域を有する有底箱状であることから、接合部材3を介して伝わる外力による変形を抑制することができる。更に、本体21に支持体23を取り付けることで、全面に板体が配置された立体構造の接合具2となり、従来のプレート状の接合具等と比較すると、底板部211、側板部212a~dおよび蓋板部231が一体となって、剛性が向上している。 接合 With the above configuration, the joint structure 1 has the following excellent effects. That is, in the joining structure 1, since the bottom plate portion and the side plate portions constituting the main body 21 of the joining tool 2 are rigid and have a bottomed box shape having a hollow region therein, an external force transmitted via the joining member 3 is provided. Can be suppressed. Further, by attaching the support body 23 to the main body 21, the connector 2 has a three-dimensional structure in which a plate is disposed on the entire surface. Compared with a conventional plate-shaped connector, the bottom plate portion 211 and the side plate portions 212a to 212d are provided. The rigidity is improved by integrating the cover plate portion 231 and the cover plate portion 231.
 加えて、支持体23が本体21内に挿入可能な支持部232を有し、挿入状態の支持部232が、本体23内のリブ214a~dに当接支持される構造であるため、当接後のリブ214a~dと支持部232が、本体21内において十字状の支柱構造物となり、側板部212a~dを板面と交差方向から支えると共に、底板部211と蓋板部231の間を支えることができる。 In addition, since the support 23 has a support portion 232 that can be inserted into the main body 21, and the support portion 232 in the inserted state is supported by the ribs 214 a to 214 d inside the main body 23, the contact The rear ribs 214a to 214d and the support portion 232 form a cross-shaped support structure in the main body 21, support the side plate portions 212a to 212d in a direction intersecting the plate surface, and provide a space between the bottom plate portion 211 and the cover plate portion 231. Can support.
 また、支持体23の外面が上方向を向くように配設した場合、接合部材3から加わる鉛直荷重による支持体23の変形を抑制することができる。加えて、この配設態様において、支持部232は、水平荷重に対する補強材にもなり、本体23、特に側板部212a~dの変形を抑制することができる。つまり、支持部232は、接合具2全体の変形抑制力を向上させることができる。 In addition, when the support 23 is disposed so that the outer surface faces upward, deformation of the support 23 due to a vertical load applied from the joining member 3 can be suppressed. In addition, in this arrangement, the support portion 232 also serves as a reinforcing member against horizontal load, and can suppress deformation of the main body 23, particularly, the side plate portions 212a to 212d. That is, the support portion 232 can improve the deformation suppressing force of the entire joint 2.
 この結果、接合構造1は、柱材31a~bと横架材32a~dの2以上の接合部材3の間に接合具2が配設された状態で、地震等による外力が加わったとしても、接合具2は容易に変形あるいは破損せず、引き続き接合部材3の間を高い強度で接合することができる。 As a result, even if an external force due to an earthquake or the like is applied to the joint structure 1 in a state where the joint 2 is disposed between the two or more joint members 3 of the column members 31a to 31b and the horizontal members 32a to 32d. The joining tool 2 is not easily deformed or broken, and the joining members 3 can be joined with high strength continuously.
 そして、接合構造1は、接合具2が本体21と支持体23とに分離できるため、施工時において、本体21と接合部材3の接合作業の後に、接合部材3を接合させた支持体23を本体21に取り付けることができ、工程を分けて作業できるため、作業性が良い。 In addition, in the joining structure 1, since the joining tool 2 can be separated into the main body 21 and the support body 23, the support body 23 to which the joining member 3 is joined after the joining operation of the main body 21 and the joining member 3 is performed at the time of construction. Since it can be attached to the main body 21 and work can be performed in separate steps, workability is good.
 更に、接合具2が内部に中空領域を有する構造であるため、中実構造の接合具2と比較して重量が軽減されている。このため、接合構造1は、接合具2が中間または上端に配設された柱材31a等において、生じる長期応力および短期応力を軽減することができる。つまり、接合具2は充分な剛性を有しつつも軽量化がなされているため、配設された柱材31a等において、地震等の外力で生じる水平方向等の様々な方向への応力を軽減することができる。 Furthermore, since the connector 2 has a structure having a hollow region inside, the weight is reduced as compared with the connector 2 having a solid structure. For this reason, the joint structure 1 can reduce long-term stress and short-term stress generated in the column member 31a or the like in which the joint 2 is disposed at the middle or upper end. In other words, since the connector 2 has a sufficient rigidity and a light weight, the stress in various directions such as the horizontal direction caused by an external force such as an earthquake is reduced in the disposed column members 31a and the like. can do.
 更にまた、接合構造1は、複数の接合部材3が、接合具2の底板部211の外面、側板部212a~dの外面または蓋板部231の外面の中から選択された2以上の外面に接合されることにより、建物における柱梁等のフレームを構成することができる。 Furthermore, in the joining structure 1, the plurality of joining members 3 are attached to two or more outer surfaces selected from the outer surface of the bottom plate portion 211, the outer surface of the side plate portions 212a to 212d, or the outer surface of the cover plate portion 231. By being joined, a frame such as a pillar in a building can be formed.
 また、接合構造1は、接続構造部が、接続ボルト4と、底板部211、側板部212a~dに形成された接続具挿通孔213および蓋板部231に形成された接続具挿通孔234からなる簡素な構造であるため、生産性が良く、また、設置時においても作業性が良い。そして、用途や施工方法に応じて、接合部材3の取り付け位置を選択的に接合することができる構造であるため、汎用性が高く、利便性が良い。 In the joining structure 1, the connection structure portion is formed by connecting bolts 4, connector insertion holes 213 formed in the bottom plate portion 211, side plate portions 212 a to 212 d, and connector insertion holes 234 formed in the lid plate portion 231. Due to the simple structure, productivity is good, and workability is good even at the time of installation. And since it is the structure which can selectively join the attachment position of the joining member 3 according to a use or a construction method, versatility is high and convenience is good.
 そして、接合構造1は、本体21に形成された固定具用ネジ孔218と、固定具用ネジ孔218に螺着する固定具5によって、本体21に取り付けた支持体23の離脱を抑制され、そして、本体21と支持部232との間に生じるガタつきも抑制することができる。このような固定構造を有することによって、地震等による外力が加わった際の破損抑制効果が期待でき、加えて、本体23の開口部215の向きを選ばずに使用できることから、一つの形態で様々な用途や施工方法に対応可能で汎用性が高く、利便性が良い。 Then, in the joint structure 1, detachment of the support 23 attached to the main body 21 is suppressed by the fixing screw holes 218 formed in the main body 21 and the fixing tools 5 screwed into the fixing screw holes 218. Then, rattling occurring between the main body 21 and the support portion 232 can also be suppressed. By having such a fixing structure, it is possible to expect an effect of suppressing breakage when an external force due to an earthquake or the like is applied. In addition, since it can be used regardless of the direction of the opening 215 of the main body 23, various forms can be used in one form. Versatile and convenient for various applications and construction methods.
 更に、接合構造1は、接合部材3が無垢材の磨き丸太であり、接合構造1による木造軸組工法を建物に適用することができる。そして、接合構造1は、接合具2が、無垢材の磨き丸太である接合部材3によって掩蔽されているため、接合構造1が室内空間に露出する態様であっても、接合具2が外観に現れず、丸太のみで組まれたかのような外観となり、設置空間内に、木材の醸し出す落ち着きや癒し、あるいは、優美な外観を提供することができる。 Furthermore, in the joining structure 1, the joining member 3 is a polished log made of solid wood, and the wooden frame construction method using the joining structure 1 can be applied to a building. And since the joining structure 1 is covered with the joining member 3 which is a polished log of a solid material, the joining device 2 has an appearance even when the joining structure 1 is exposed to the indoor space. The appearance does not appear, and the appearance is as if it were assembled with logs only, and the calm and healing of wood and the elegant appearance can be provided in the installation space.
 更にまた、接合構造1は、接合具2が無垢材の磨き丸太である接合部材3で掩蔽されていることによって、火災時においても接合具2が高温となることを抑制し、接合部材3の燃焼による損壊よりも早く接合具2の近傍部分が損壊することを抑制することができ、すなわち、従来の接合金具による木造軸組工法と比較して、耐火性能が向上している。 Furthermore, in the joining structure 1, the joining member 2 is covered with the joining member 3, which is a polished log made of solid wood, so that the joining member 2 is prevented from becoming hot even in the event of a fire. It is possible to suppress the damage in the vicinity of the joint 2 earlier than the damage due to the combustion, that is, the fire resistance is improved as compared with the conventional wooden frame method using the joint.
 加えて、接合構造1は、接合部材3の接合面35に周縁部362が設けられていることによって、剪断力等の接続部材3の軸方向と交差する方向へ応力が生じた際に、接合具2の外面には周縁部362が当接して応力を受けることになり、接合面35における初期剛性が向上すると共に、接合面35の変形を抑制することができる。 In addition, the joining structure 1 has a configuration in which the peripheral surface 362 is provided on the joining surface 35 of the joining member 3, so that when a stress such as a shear force is generated in a direction intersecting with the axial direction of the connecting member 3, the joining is performed. The peripheral portion 362 comes into contact with the outer surface of the tool 2 and receives stress, so that the initial rigidity of the joint surface 35 is improved and the deformation of the joint surface 35 can be suppressed.
 〔変形例〕
 図14~図19を参照して、接合構造1の構成部材の変形例1~6について説明する。なお、変形例1~3で示す接合具2a~2cは、側板部の構成を除いて、前述の接合具2とほぼ同じであるため、重複する構成および作用効果の説明は省略する。また、変形例4~6で示す接合面35a~35cについても、接合面35と重複する構成および作用効果の説明は省略する。
(Modification)
With reference to FIGS. 14 to 19, modifications 1 to 6 of the components of the joining structure 1 will be described. Note that the connectors 2a to 2c shown in Modifications 1 to 3 are almost the same as the above-described connector 2 except for the configuration of the side plate portion, and thus the description of the overlapping configuration and the function and effect will be omitted. Also, for the bonding surfaces 35a to 35c shown in Modifications 4 to 6, the description of the configuration and the operation and effect that overlap with the bonding surface 35 is omitted.
 (変形例1)
 図14(a)に示す接合具2aは、前述の接合具2の変形例であり、側板部(符号省略)が3面で構成され、底板部(符号省略)および蓋板部(符号省略)が略正三角形である態様である。接合具2aは、上下方向に柱材31a、31bを接合できると共に、側方に横架材32a、32b、32cを接合することができる。
(Modification 1)
A connector 2a shown in FIG. 14A is a modified example of the connector 2 described above, in which a side plate portion (reference number omitted) is formed of three surfaces, a bottom plate portion (reference number is omitted), and a cover plate portion (reference number is omitted). Is a substantially equilateral triangle. The joining tool 2a can join the column members 31a, 31b in the vertical direction, and can join the lateral members 32a, 32b, 32c to the side.
 (変形例2)
 図14(b)に示す接合具2bは、前述の接合具2の変形例であり、側板部(符号省略)が5面で構成され、底板部(符号省略)および蓋板部(符号省略)が略正五角形である態様である。接合具2bは、上下方向に柱材31a、31bを接合できると共に、側方に横架材32a、32b、32c、32d、32eを接合することができる。
(Modification 2)
A connector 2b shown in FIG. 14 (b) is a modified example of the connector 2 described above, in which a side plate portion (reference number is omitted) is composed of five surfaces, a bottom plate portion (reference number is omitted), and a cover plate portion (reference number is omitted). Is a substantially regular pentagon. The joining tool 2b can join the column members 31a, 31b in the vertical direction, and can join the horizontal members 32a, 32b, 32c, 32d, 32e to the side.
 接合具2aと接合具2bは、ともに木造軸組工法として建物における柱梁等のフレームを構成することができるが、接合構造が室内空間に露出する態様である場合、例えば、接合具2aまたは接合具2bを用いた接合構造を室内中央等の目に付きやすいところに位配置することで、通常の柱梁等とは一風異なり、かつ、優美な外観を提供することができる。 The joint 2a and the joint 2b can both constitute a frame such as a pillar in a building as a wooden frame construction method. However, when the joint structure is in an aspect exposed to the indoor space, for example, the joint 2a or the joint 2b By arranging the joint structure using the tool 2b at a place that is easily visible such as the center of the room, it is possible to provide an elegant appearance that is different from ordinary pillars and the like.
 (変形例3)
 図15に示す接合具2cは、前述の接合具2の変形例であり、円筒形の側板部(符号省略)で構成され、底板部(符号省略)および蓋板部(符号省略)が略円形である態様である。接合具2cは、上下方向に柱材31a、31bを接合できると共に、側方に横架材32a、32b、32c、32dを接合することができる。なお、接合具2cは、側板部が円筒形であるため、側板部に形成する接続具挿通孔213の配置や間隔、数を比較的自由に設定することができ、設計の自由度が高い。
(Modification 3)
The connector 2c shown in FIG. 15 is a modified example of the connector 2 described above, and is configured by a cylindrical side plate portion (reference number omitted), and a bottom plate portion (reference number is omitted) and a cover plate portion (reference number is omitted). It is the aspect which is. The joining tool 2c can join the column members 31a, 31b in the vertical direction, and can join the lateral members 32a, 32b, 32c, 32d to the side. In addition, since the joint 2c has a cylindrical side plate portion, the arrangement, interval, and number of the connector insertion holes 213 formed in the side plate portion can be set relatively freely, and the degree of design freedom is high.
 (変形例4)
 図16に示す接合面35aは、前述の接合面35の変形例である。接合面35aでは、横架材32aの軸方向に沿った接続軸37が複数設けられている。接続軸37は、周面の長手方向に亘って雄ネジが螺刻されており、接合面35aにおいて、中央から各角方向寄りに1つずつ(合計4箇所)形成されている。そして、各接続軸37の配置は、接合具2の側板部212aに形成された各接続具挿通孔213と重複し挿通可能にしてある。
(Modification 4)
A joint surface 35a shown in FIG. 16 is a modification of the above-described joint surface 35. In the joining surface 35a, a plurality of connection shafts 37 are provided along the axial direction of the horizontal member 32a. The connection shaft 37 is formed with a male screw threaded in the longitudinal direction of the peripheral surface, and is formed on the joint surface 35a one by one in each corner direction from the center (a total of four places). The connection shafts 37 are arranged so as to overlap with the respective connector insertion holes 213 formed in the side plate portion 212a of the connector 2 so as to be inserted therethrough.
 接続軸37は、接合面35aに穿設された固定孔351aに挿入され、周面と固定孔351aの内面との間を接着剤Pで固着された、寸切りボルトで構成されている。なお、固定孔351aの内面には、前述した窪み部352が形成されている。 The connection shaft 37 is formed of a cut bolt which is inserted into a fixing hole 351a formed in the joint surface 35a and is fixed between the peripheral surface and the inner surface of the fixing hole 351a with an adhesive P. Note that the above-described depression 352 is formed on the inner surface of the fixing hole 351a.
 なお、図16では、接合面35aの接合対象は側板部212aであるが、側板部212aは接合対象としての例示にすぎず、前述した側板部212b~212dや底板部211、蓋板部231も、同様に接合面35aの接合対象となる。また、接合具2以外の他の接続具についても、接合対象となりうることは言うまでもない。 In FIG. 16, the bonding target of the bonding surface 35a is the side plate portion 212a, but the side plate portion 212a is merely an example as a bonding target, and the above-described side plate portions 212b to 212d, the bottom plate portion 211, and the cover plate portion 231 are also formed. Similarly, the bonding surface 35a is to be bonded. In addition, it goes without saying that other connecting tools other than the connecting tool 2 can also be connected.
 接合面35aによれば、接続軸37が単なる寸切りボルトであるため、安価で簡易な構造の接合面を構成することができる。また、接合面35aを有する接合部材3を使用した接合構造1では、接合具2に設けられた接続具挿通孔213、234に接合軸37を通し、接合具2の内面側からナット42を取り付けて締めるだけで接合できる簡易な構造にすることができる。 According to the joint surface 35a, since the connection shaft 37 is a simple bolt, a joint surface having a simple structure at low cost can be formed. In the joint structure 1 using the joint member 3 having the joint surface 35a, the joint shaft 37 is passed through the connector insertion holes 213 and 234 provided in the joint 2 and the nut 42 is attached from the inner side of the joint 2. It is possible to make a simple structure that can be joined only by tightening.
 (変形例5)
 図17および図18を参照する。図17および図18では、接合部材である木製の横架材の接合面の変形例(接合面35bを有する横架材32f)用いた接合構造を示しており、以下において変形例5として説明する。なお、前述した横架材と重複する構成および作用効果の説明は省略し、相違する構成および作用効果について詳述する。
(Modification 5)
Please refer to FIG. 17 and FIG. FIGS. 17 and 18 show a joint structure using a modified example of the joining surface of the wooden transverse member as the joining member (the transverse member 32f having the joining surface 35b), which will be described below as a fifth modified example. . In addition, the description of the configuration and the operation and effect that are the same as those of the above-mentioned horizontal member is omitted, and the different configuration and operation and effect are described in detail.
 この変形例5の説明において、「基部」および「基端」とは、挿着時において横架材32fに挿入される奥方向となる部分(図17で右上方向、図18で符号D1の矢印が指す方向)を意味する。そして、「先部」および「先端」とは、挿着時において接合面35bの近傍で、接合対象(図18では側板部212a)との接合方向となる部分(図17で左下方向、図18で符号D1の矢印の反対方向)を意味している。 In the description of Modification Example 5, the “base” and the “base end” refer to a portion that is inserted into the horizontal member 32f at the time of insertion (the upper right direction in FIG. 17 and the arrow D1 in FIG. 18). Direction). The “tip” and the “tip” are portions (in the lower left direction in FIG. 17, FIG. 18) near the joining surface 35 b in the joining direction with the joining target (the side plate portion 212 a in FIG. 18) at the time of insertion. In the direction opposite to the arrow D1).
 なお、図18における側板部212aは、変形例4の場合と同様に、接合面35bの接合対象としての例示にすぎず、接合具2あるいは他の接続具についても接合対象となりうることは言うまでもない。 It should be noted that the side plate portion 212a in FIG. 18 is only an example of a joining target of the joining surface 35b, similarly to the case of the fourth modification, and it goes without saying that the joining tool 2 or another connecting tool can also be a joining target. .
 接合面35bでは、横架材32fの軸方向に沿って、接合具2との接続具である接続軸37aが複数設けられている。そして、接続軸37aは、接合面35bにおいて、中央から各角方向寄りに1つずつ(合計4箇所)形成されている。更に、各接続軸37aは、接合具2の側板部212aに形成された各接続具挿通孔213と重複し挿通可能に配置してある。 で は A plurality of connecting shafts 37a, which are connecting tools with the connecting tool 2, are provided along the axial direction of the horizontal member 32f on the connecting surface 35b. The connection shafts 37a are formed one by one in each of the corners from the center on the joint surface 35b (four locations in total). Further, each connection shaft 37a is arranged so as to be overlapped with each connection tool insertion hole 213 formed in the side plate portion 212a of the connector 2 so as to be able to be inserted.
 横架材32fには、横架材32a等と同様に、窪み部(符号省略)が形成された基礎孔部353と、収容部354aが形成されている。接続軸37aは、基礎孔部353と収容部354aに嵌挿され、嵌挿した部分の接続軸37aの外周面と、基礎孔部353および収容部354aの内周面の間は接着剤で固着されている。 基礎 Similar to the transverse member 32a and the like, the transverse member 32f is provided with a base hole 353 in which a recessed portion (reference numeral is omitted) and an accommodation portion 354a. The connection shaft 37a is fitted into the base hole 353 and the housing portion 354a, and an outer peripheral surface of the connection shaft 37a at the fitted portion and an inner circumferential surface of the base hole 353 and the housing portion 354a are fixed with an adhesive. Have been.
 各収容部354aは、その先端側となる口縁部分にザグリ355が形成されている(図18参照)。ザグリ355は、接合面35bから各収容部354aに向かって下り傾斜した形状であり、後述するフランジ部375が、接合面35bと略面一となる態様で取り付け可能な深さに設けられている。 収容 A counterbore 355 is formed in the edge portion of each accommodation portion 354a on the tip side (see FIG. 18). The counterbore 355 has a shape inclined downward from the joint surface 35b toward each of the housing portions 354a, and a flange portion 375 described later is provided at a depth at which the flange portion 375 can be attached so as to be substantially flush with the joint surface 35b. .
 ここで「略面一」の語は、図18の拡大部に示すように、接合面35bよりもフランジ部375の先端面が僅かに高くなる(本変形例では、接合面35bから0.5mm突き出している)ように取り付けられる態様のほか、接合面35bと完全に面一になる場合も含む意味で使用している。 Here, the term “substantially flush” means that the distal end surface of the flange portion 375 is slightly higher than the joint surface 35b (in this modification, 0.5 mm from the joint surface 35b, as shown in the enlarged portion of FIG. 18). This is used in the sense that it is attached so as to protrude), and also includes the case where it is completely flush with the joining surface 35b.
 なお、ザグリ355は、フランジ部375が接合面35bから所定高さ突出する態様で取り付け可能な深さに設けてもよい。ここで「所定高さ」とは、接合面35bから0.1mm~1mm程度突き出した高さである。 The counterbore 355 may be provided at a depth at which the flange portion 375 can be attached so as to project from the joint surface 35b by a predetermined height. Here, the “predetermined height” is a height protruding from the joint surface 35b by about 0.1 mm to 1 mm.
 接続軸37aは、周面の長手方向に亘って雄ネジが螺刻された寸切りボルトで構成されており、長軸部371と、軸径大部372を有する。なお、長軸部371については、その構造および作用効果は、長軸部363と同様であるため、説明を省略する。 The connection shaft 37 a is formed of a cut bolt having a male screw threaded in the longitudinal direction of the peripheral surface, and has a long shaft portion 371 and a large shaft diameter portion 372. Note that the structure, operation, and effect of the long shaft portion 371 are the same as those of the long shaft portion 363, and thus description thereof is omitted.
 軸径大部372は、フランジ部375を有するフランジナット373と、ナット374を組み合わせたものである。フランジナット373とナット374は、共に長軸部371の先部方向に螺着されている。 The large shaft diameter portion 372 is a combination of a flange nut 373 having a flange portion 375 and a nut 374. Both the flange nut 373 and the nut 374 are screwed in the direction of the tip of the long shaft portion 371.
 フランジナット373は、長軸部371の長手方向先部に取り付けられ、長軸部371の先部方向にフランジ部375が向くように螺着されている。ナット374は、フランジ部375と反対方向になる位置(すなわち、長軸部371の長手方向において、フランジナット373よりも忌憚方向となる位置)に螺着されている。フランジナット373とナット374は、ダブルナット法により締結され、長軸部371の先端近傍の所定位置から動かないように取り付けられている。 The flange nut 373 is attached to the front end of the long shaft 371 in the longitudinal direction, and is screwed so that the flange 375 faces the front of the long shaft 371. The nut 374 is screwed into a position opposite to the flange portion 375 (that is, a position in the longitudinal direction of the long shaft portion 371 which is more flanking than the flange nut 373). The flange nut 373 and the nut 374 are fastened by a double nut method, and are attached so as not to move from a predetermined position near the distal end of the long shaft portion 371.
 そして、軸径大部372は、長軸部371の先部が、軸径大部372の先端側(フランジ部375側)から所定長さ突き出すように取り付けられている。 The large-diameter shaft portion 372 is attached such that the leading end of the long-axis portion 371 projects a predetermined length from the front end side (the flange portion 375 side) of the large-diameter shaft portion 372.
 次に、変形例5における接合面35bの加工方法について説明する。なお、前述した〔接合部材の接合面の加工方法〕と概ね共通する他のステップについては、その作用効果を含め同様であるため、説明を省略する。 Next, a method of processing the bonding surface 35b according to the fifth modification will be described. The other steps that are substantially the same as the above-mentioned [method for processing the joining surface of the joining member] are the same as those including the operation and effect, and will not be described.
 <基礎孔部形成ステップS1-1>
 横架材32fの接合面35bに、所定深さの基礎孔部353を横架材32fの繊維方向D1と略同じ方向で形成する。基礎孔部353は、接合面35b寄りとなる部分に、基礎孔部353の孔径を拡張した収容部354aを形成する。収容部354aの接合面35b側の口縁には、ザグリ355(段加工)を形成する。
<Basic hole forming step S1-1>
A base hole 353 having a predetermined depth is formed in the joining surface 35b of the horizontal member 32f in a direction substantially the same as the fiber direction D1 of the horizontal member 32f. The base hole 353 forms an accommodation portion 354a in which the hole diameter of the base hole 353 is expanded, at a portion near the joining surface 35b. A counterbore 355 (step processing) is formed on the edge of the housing portion 354a on the joint surface 35b side.
 なお、基礎孔部353および収容部354aは、図12と同様に、ハンマードリルによって穿設する。ザグリ355は、ザグリを形成可能なドリル刃(図示省略)を組み合わせたドリル刃等の専用座彫器具によって形成してもよいし、穿設後の収容部354aの口縁に手作業等で形成してもよい。 The base hole 353 and the housing 354a are formed by a hammer drill as in FIG. The counterbore 355 may be formed by a dedicated countersinking tool such as a drill blade in combination with a drill blade (not shown) capable of forming a counterbore, or may be formed manually on the rim of the accommodating portion 354a after drilling. May be.
 <長軸部挿入ステップS2-2>
 接続軸37aの長軸部371を基礎孔部353に挿入する。これにより、接続軸37aを横架材32fに固定するための前準備が整う。そして、接続軸37aは、その基端を基礎孔部353の孔の奥端近傍まで挿入すると、軸径大部372のフランジ部375の先端面が、接合面35bと略面一になる。
<Long shaft part insertion step S2-2>
The long shaft portion 371 of the connection shaft 37a is inserted into the base hole 353. Thus, preparations for fixing the connection shaft 37a to the horizontal member 32f are completed. When the base end of the connection shaft 37a is inserted to the vicinity of the deep end of the hole of the base hole 353, the distal end surface of the flange portion 375 of the large-diameter shaft portion 372 is substantially flush with the joint surface 35b.
 本ステップにおいて、接続軸37aを基礎孔部353に嵌挿すると、接合面35bに形成されたザグリ355の表面に、フランジ部375の背面(先端面と反対側)が当接して止まる。このとき、ザグリ355は、フランジ部375が収まる深さに形成されているので、前述したような高さ調整板を使用することなく、フランジ部375の先端面と接合面35bとを略面一に設けることができる。つまり、高さ調整板を使用するために、作業を止める必要が無いため、作業性が更に向上している。 す る と In this step, when the connection shaft 37a is inserted into the base hole 353, the back surface of the flange portion 375 (opposite to the distal end surface) comes into contact with the surface of the counterbore 355 formed on the joint surface 35b and stops. At this time, since the counterbore 355 is formed at a depth in which the flange portion 375 can be accommodated, the front end surface of the flange portion 375 and the joining surface 35b are substantially flush with each other without using the above-described height adjustment plate. Can be provided. That is, there is no need to stop the work because the height adjustment plate is used, so that the workability is further improved.
 このように、本変形例によれば、横架材32fの木口面に接続軸37aが設けられた接合面35bを形成することができる。 As described above, according to the present modification, it is possible to form the joining surface 35b in which the connection shaft 37a is provided on the opening end of the horizontal member 32f.
 接合面35bでは、軸径大部142bにフランジ部145が設けられたことにより、前述した接合面35における長ナット361の端面(周縁部362)よりも径大で端面も広く、側板部212aとの接触面積を広く取ることで、当該部分に外力が加わった際の応力を更に分散することができる。 In the joining surface 35b, the flange portion 145 is provided on the large-diameter portion 142b, so that the end surface (peripheral portion 362) of the long nut 361 on the joining surface 35 is larger in diameter and wider than the end surface. By taking a large contact area, the stress when an external force is applied to the portion can be further dispersed.
 更に、接続軸37aは、横架材32fへの挿着状態において、軸径大部372bの先端面(即ち、フランジ部375の先端面)が接合面35bよりも僅かに高く、側板部212aの表面とフランジ部375の先端面とが直接当接する。 Further, when the connection shaft 37a is inserted into the horizontal member 32f, the distal end surface of the large-diameter portion 372b (that is, the distal end surface of the flange portion 375) is slightly higher than the joint surface 35b, and the side plate portion 212a The front surface directly contacts the front end surface of the flange portion 375.
 これによって、横架材32fの長軸方向と交差する方向D2への外力が加わったとしても、発生する圧縮応力を側板部212aの表面とフランジ部375の先端面とで受ける形になり、側板部212aが直接食い込むことによる接合面35bの変形が抑制される。この結果、本変形例における接合構造部分は、全体としての難変形性(剛性の向上)を得て、接続軸37aの引き抜き強度が更に向上する。 As a result, even if an external force is applied in the direction D2 intersecting with the long axis direction of the horizontal member 32f, the generated compressive stress is received by the surface of the side plate portion 212a and the distal end surface of the flange portion 375. The deformation of the joint surface 35b due to the direct penetration of the portion 212a is suppressed. As a result, the joint structure portion in the present modified example obtains difficulty in deformation (improved rigidity) as a whole, and the pull-out strength of the connection shaft 37a is further improved.
 ところで、前述した〔接合方法〕では、
(1)接合具2の本体21内に接続ボルト4を入れ、接続ボルト4の軸部41を接続具挿通孔213に挿通させて軸部41を本体21外に出し、
(2)そして、本体21外に出した軸部41を、接合部材3の接合面35の接続具用ネジ孔36に螺着し、本体21の底板部211等の外面と、接合部材3の接合面35が当接するまで接続ボルト4を締める作業が必要であった。
By the way, in the above [joining method],
(1) The connection bolt 4 is inserted into the main body 21 of the connector 2, the shaft 41 of the connection bolt 4 is inserted through the connection hole 213, and the shaft 41 is taken out of the main body 21.
(2) Then, the shaft portion 41 protruding out of the main body 21 is screwed into the screw hole 36 for the connector on the joint surface 35 of the joint member 3, and the outer surface of the bottom plate 211 or the like of the main body 21 and the joint member 3 It was necessary to tighten the connection bolt 4 until the joining surface 35 came into contact.
 一方、本変形例では、接続軸37aを介して横架材32fを側板部212aに接合する。詳しくは、接合面35bに予め設けられた複数の接続軸37aの先部を、被接続具側(側板部212a)に形成された接続具挿通孔213に通した後、接続軸37a先端から螺着したナット42を締めるだけで接合作業が完了する(図18参照)。 On the other hand, in the present modification, the horizontal member 32f is joined to the side plate portion 212a via the connection shaft 37a. Specifically, after the tips of the plurality of connection shafts 37a provided in advance on the joint surface 35b are passed through the connection tool insertion holes 213 formed on the connected device side (side plate portion 212a), a screw is screwed from the tip of the connection shaft 37a. The joining operation is completed only by tightening the nut 42 attached (see FIG. 18).
 つまり、接合面35bを使用した接合方法によれば、複数の接続軸37aの先部を、被接続具側に一度に挿通させることができるため、作業が簡易で速やかに行うことができ、作業性が更に向上している。 That is, according to the joining method using the joining surface 35b, the tips of the plurality of connection shafts 37a can be inserted into the connected device side at a time, so that the operation can be performed easily and quickly, and the operation can be performed quickly. The properties are further improved.
 更に、例示した横架材等の接合部材を製造する工場において、プレカット加工により接合部材を作成する際に、併せて、接続軸37aを取り付けた接合面35bも施工しておいてもよい。この場合、接合部材を建築現場に搬入した後、直ぐに柱梁組みが開始できるため、更に作業性が向上する。 In addition, in a factory for manufacturing a joining member such as a horizontal member as illustrated, when a joining member is created by pre-cutting, a joining surface 35b to which the connecting shaft 37a is attached may be constructed. In this case, the workability can be further improved because the beam-column assembly can be started immediately after the joining member is carried into the construction site.
 (変形例6)
 図19を参照する。図19では、接合部材である木製の横架材の接合面の変形例(接合面35cを有する横架材32g)を用いた接合構造を示しており、以下において変形例6として説明する。なお、変形例6においては、変形例5と同様に接続軸37aを使用している。このため、前述した接続軸37aおよび横架材に関し、重複する構成および作用効果の説明を省略し、相違する構成および作用効果について詳述する。
(Modification 6)
Referring to FIG. FIG. 19 shows a joint structure using a modified example of the joining surface of the wooden horizontal member as the joining member (the horizontal member 32g having the joining surface 35c), which will be described below as a sixth modified example. In the sixth modification, the connection shaft 37a is used as in the fifth modification. For this reason, regarding the connection shaft 37a and the horizontal member described above, the description of the overlapping configuration and the operation and effect will be omitted, and the different configuration and operation and effect will be described in detail.
 接合面35cは、ザグリ355を有しない構造になっている。 The joining surface 35c has a structure without the counterbore 355.
 次に、変形例6における接合面35cの加工方法について説明する。なお、前述した〔接合部材の接合面の加工方法〕および変形例5と概ね共通する他のステップについては、その作用効果を含め同様であるため、説明を省略する。 Next, a method of processing the joint surface 35c according to the sixth modification will be described. The other steps that are substantially the same as those of the above-described [method for processing the bonding surface of the bonding member] and Modification 5 are the same as those including the operation and effect thereof, and thus description thereof is omitted.
 <基礎孔部形成ステップS1-1>
 横架材32gの接合面35cに、基礎孔部353と、基礎孔部353の孔径を拡張した収容部354bを形成する。なお、本変形例では、変形例5と異なり、収容部354bの口縁にザグリを形成しない。
<Basic hole forming step S1-1>
On the joint surface 35c of the horizontal member 32g, a base hole 353 and a housing portion 354b having an enlarged hole diameter of the base hole 353 are formed. In this modification, unlike the fifth modification, a counterbore is not formed at the edge of the housing portion 354b.
 <長軸部挿入ステップS2-2>
 接続軸37aの長軸部371を基礎孔部353に挿入する。これにより、接続軸37aを横架材32gに固定するための前準備が整う。そして、接続軸37aは、その基端を基礎孔部353の孔の奥端近傍まで挿入すると、軸径大部372のフランジ部375の先端面が接合面35cの表面に当接し、フランジ部375の先端面が接合面35cよりも僅かに高くなる(接合面35cから約4.5mm程度突き出す)。
<Long shaft part insertion step S2-2>
The long shaft portion 371 of the connection shaft 37a is inserted into the base hole 353. Thus, preparations for fixing the connection shaft 37a to the horizontal member 32g are completed. When the base end of the connection shaft 37a is inserted to the vicinity of the deep end of the hole of the base hole 353, the distal end surface of the flange 375 of the large shaft diameter portion 372 comes into contact with the surface of the joining surface 35c, and the flange 375 Is slightly higher than the joint surface 35c (projects about 4.5 mm from the joint surface 35c).
 本ステップにおいて、接続軸37aを基礎孔部353に嵌挿すると、接合面35cの表面に、フランジ部375の背面(先端面と反対側)が当接して止まる。つまり、高さ調整板を使用するために作業を止める必要や、ザグリを形成する必要が無いため、作業性が良い。 In this step, when the connection shaft 37a is inserted into the base hole 353, the rear surface (the side opposite to the distal end surface) of the flange portion 375 comes into contact with the surface of the joint surface 35c and stops. In other words, there is no need to stop the work to use the height adjustment plate or to form the counterbore, so that the workability is good.
 このように、本変形例によれば、横架材32gの木口面に接続軸37aが設けられた接合面35cを形成することができる。 As described above, according to the present modification, it is possible to form the joining surface 35c in which the connection shaft 37a is provided on the opening end of the horizontal member 32g.
 前述した接合面35bと同様に、接合面35cについても、フランジ部145が設けられたことによって、側板部212aとの接触面積を広く取ることができ、当該部分に外力が加わった際の応力を更に分散することができる。 Similarly to the above-described joint surface 35b, the contact surface 35c can have a large contact area with the side plate portion 212a by providing the flange portion 145, thereby reducing the stress when an external force is applied to the portion. It can be further dispersed.
 更に、接続軸37aは、横架材32gへの挿着状態において、フランジ部375の先端面が接合面35cよりも僅かに高く、側板部212aの表面とフランジ部375の先端面とが直接当接する。これによって、横架材32gの長軸方向と交差する方向D2への外力が加わったとしても、発生する圧縮応力を側板部212aの表面とフランジ部375の先端面とで受ける形になり、側板部212aが直接食い込むことによる接合面35cの変形が抑制される。この結果、本変形例における接合構造部分は、全体としての難変形性(剛性の向上)を得て、接続軸37aの引き抜き強度が更に向上する。 Further, when the connection shaft 37a is inserted into the horizontal member 32g, the distal end surface of the flange portion 375 is slightly higher than the joint surface 35c, and the surface of the side plate portion 212a and the distal end surface of the flange portion 375 directly contact each other. Touch As a result, even if an external force is applied in the direction D2 intersecting with the long axis direction of the transverse member 32g, the generated compressive stress is received by the surface of the side plate portion 212a and the distal end surface of the flange portion 375, The deformation of the joint surface 35c due to the direct penetration of the portion 212a is suppressed. As a result, the joint structure portion in the present modified example obtains difficulty in deformation (improved rigidity) as a whole, and the pull-out strength of the connection shaft 37a is further improved.
 図19を参照する。本変形例における接合方法は、変形例5と同様、接続軸37aを介して横架材32gを側板部212aに接合して行う。詳しくは、接合面35cに予め設けられた複数の接続軸37aの先部を、被接続具側(側板部212a)に形成された接続具挿通孔213に通した後、接続軸37a先端から螺着したナット42を締めるだけで接合作業が完了する(図19参照)。 参照 Refer to FIG. The joining method in this modification example is similar to the modification example 5 by joining the horizontal member 32g to the side plate portion 212a via the connection shaft 37a. More specifically, after the tips of the plurality of connection shafts 37a provided in advance on the joint surface 35c are passed through the connection tool insertion holes 213 formed on the connected device side (the side plate portion 212a), a screw is screwed from the tip of the connection shaft 37a. The joining operation is completed only by tightening the nut 42 attached (see FIG. 19).
 つまり、接合面35cを使用した接合方法によれば、複数の接続軸37aの先部を、被接続具側に一度に挿通させることができるため、作業が簡易で速やかに行うことができ、作業性が更に向上している。また、変形例5と同様、接合部材のプレカット加工を行う工場において、接続軸37aを取り付けた接合面35cも施工しておけば、接合部材を建築現場に搬入した後、直ぐに柱梁組みが開始できるため、更に作業性が向上する。 That is, according to the joining method using the joining surface 35c, the tips of the plurality of connection shafts 37a can be inserted into the connected device side at a time, so that the operation can be performed easily and quickly, and the operation can be performed quickly. The properties are further improved. Also, as in the case of Modification Example 5, if a joint surface 35c to which the connection shaft 37a is attached is also constructed in a factory where the joint member is precut, a beam-column assembly starts immediately after the joint member is carried into the construction site. As a result, workability is further improved.
 なお、変形例5および変形例6において、フランジ部375は、その先端面を特に図示していないが、セレート(フランジ部の先端面に形成される凹凸形状)が形成されたものであってもよい。 Note that in Modifications 5 and 6, the distal end surface of the flange portion 375 is not particularly shown, but may have serrates (an uneven shape formed on the distal end surface of the flange portion). Good.
 本明細書および特許請求の範囲で使用している用語と表現は、あくまでも説明上のものであって、なんら限定的なものではなく、本明細書および特許請求の範囲に記述された特徴およびその一部と等価の用語や表現を除外する意図はない。また、本発明の技術思想の範囲内で、種々の変形態様が可能であるということは言うまでもない。 The terms and expressions used in the specification and claims are merely illustrative, not restrictive, and are not intended to limit the features and features described in the specification and claims. There is no intention to exclude equivalent terms or expressions. It goes without saying that various modifications are possible within the scope of the technical idea of the present invention.
 1 接合構造
 2 接合具、21 本体、211 底板部、212a、212b、212c、212d 側板部、213 接続具挿通孔、214a、214b、214c、214d リブ、215 開口部、216a、216b、216c、216d 上部面取り部分、217a、217b、217c、217d 下部面取り部分、218 固定具用ネジ孔、219 予備孔、23 支持体、231 蓋板部、232 支持部、233 第1切欠部、234 接続具挿通孔、235 先端面、236 側端面、237 第2切欠部、238 第3切欠部、
 3 接合部材、31a、31b 柱材、32a、32b、32c、32d、32e、32f、32g 横架材、33 背割り、34 カット面、341 切欠溝、35、35a、35b、35c 接合面、351、351a 固定孔、352 窪み部、353 基礎孔部、354、354a、354b 収容部、ザグリ355、36 接続具用ネジ孔、361 長ナット、362 周縁部、363 長軸部、37、37a 接続軸、371 長軸部、372 軸径大部、373 フランジナット、374 ナット、375 フランジ部
 4 接続ボルト、41 軸部、42 ナット、
 5 固定具、
 6 ハンマードリル、61 ドリル刃、611 小径ドリル錐、612 大径ドリル刃、
 7 固定孔形成具、71 軸部、72 突条部、
 8 コーキングガン、81 ノズル、
 D1 木材の繊維方向、D2 木材の長軸方向と交差する方向、P 接着剤、
 S1 固定孔の形成工程、S1-1 基礎孔部形成ステップ、S1-2 窪み部形成ステップ、
 S2 接合部の形成工程、S2-1 接着剤注入ステップ、S2-2 長軸部挿入ステップ、S2-3 接着剤硬化ステップ、
 9 羽子板ボルト、91 ボルト、92 本体、93 コーチスクリュー、94 柱材、95 横架部材
DESCRIPTION OF SYMBOLS 1 Joining structure 2 Joiner, 21 main body, 211 bottom plate part, 212a, 212b, 212c, 212d Side plate part, 213 Connector insertion hole, 214a, 214b, 214c, 214d Rib, 215 opening, 216a, 216b, 216c, 216d Upper chamfered portion, 217a, 217b, 217c, 217d Lower chamfered portion, 218 screw hole for fixing tool, 219 spare hole, 23 support, 231 cover plate portion, 232 support portion, 233 first cutout portion, 234 connector insertion hole , 235 end face, 236 side end face, 237 second notch, 238 third notch,
3 joining member, 31a, 31b pillar material, 32a, 32b, 32c, 32d, 32e, 32f, 32g horizontal member, 33 split, 34 cut surface, 341 notched groove, 35, 35a, 35b, 35c joint surface, 351, 351a fixing hole, 352 recess, 353 base hole, 354, 354a, 354b housing, counterbore 355, 36 screw hole for connector, 361 long nut, 362 peripheral edge, 363 long shaft, 37, 37a connection shaft, 371 Long shaft part, 372 Large shaft diameter part, 373 Flange nut, 374 nut, 375 Flange part 4 Connection bolt, 41 Shaft part, 42 nut,
5 fixtures,
6 hammer drill, 61 drill bit, 611 small diameter drill bit, 612 large diameter drill bit,
7 fixing hole forming tool, 71 shaft portion, 72 ridge portion,
8 caulking guns, 81 nozzles,
D1 wood fiber direction, D2 wood long axis direction, P glue,
S1 fixing hole forming step, S1-1 basic hole forming step, S1-2 recess forming step,
S2 bonding part forming step, S2-1 adhesive injection step, S2-2 long shaft part insertion step, S2-3 adhesive curing step,
9 Featherboard bolt, 91 bolt, 92 body, 93 coach screw, 94 pillar, 95 horizontal member

Claims (11)

  1.  所定の剛性材料で形成され、底板部および該底板部から立ち上げて形成された所要数の側板部を有し、前記底板部の対向方向に前記側板部で囲まれた開口部が形成されると共に、前記底板部および前記側板部の外面に接合部材が接合可能な接合部を有する、中空構造の本体と、
     所定の剛性材料で形成され、前記本体の内部に収容可能で、収容状態において外部に露出する外面に接合部材が接合可能な接合部を有し、前記底板部または前記側板部、あるいは、その両方に当接して固定可能な支持体とを備える
     接合具。
    It has a bottom plate portion and a required number of side plate portions formed by being raised from the bottom plate portion, and an opening surrounded by the side plate portion is formed in a direction facing the bottom plate portion. Together, having a joining portion to which a joining member can be joined to the outer surface of the bottom plate portion and the side plate portion, a hollow-structure main body,
    The bottom plate or the side plate portion, or both, is formed of a predetermined rigid material, and has a joint portion that can be housed inside the main body and can be joined to a joining member on an outer surface exposed to the outside in the housed state. And a support that can be fixed in contact with the connector.
  2.  前記支持体が、蓋板部、および、該蓋板部の裏面に設けられた、前記本体内に挿入可能な支持部を有し、該支持部は、前記本体内への収容状態で同本体の内面で当接支持される形状である
     請求項1に記載の接合具。
    The support has a cover plate portion, and a support portion provided on the back surface of the cover plate portion, the support portion being insertable into the main body, and the support portion is provided in the main body in a housed state in the main body. The connector according to claim 1, wherein the connector has a shape supported by the inner surface of the connector.
  3.  前記接合部が、板厚方向に貫通した接続具挿通孔により構成されている
     請求項1または請求項2に記載の接合具。
    The connector according to claim 1, wherein the joint is configured by a connector insertion hole that penetrates in a plate thickness direction.
  4.  前記本体に、前記支持体を固定する固定具を挿通可能な固定具挿通孔が形成されている
     請求項1、請求項2または請求項3に記載の接合具。
    4. The connector according to claim 1, wherein a fixing tool insertion hole through which a fixing tool for fixing the support is inserted is formed in the main body. 5.
  5.  所定の剛性材料で形成され、底板部および該底板部から立ち上げて形成された所要数の側板部を含み、前記底板部の対向方向に前記側板部で囲まれた開口部が形成されると共に、前記底板部および前記側板部から選択された外面に接合部材が接合可能な接合部を含む、中空構造の本体、および、所定の剛性材料で形成され、前記本体の内部に収容可能で、収容状態において外部に露出する外面に接合部材が接合可能な接合部を含み、前記底板部または前記側板部、あるいは、その両方に当接して固定可能な支持体、を有する接合具と、
     前記本体の接合部または前記支持体の接合部から選択された2以上の接合部を介して接合された、複数の接合部材とを備える
     接合構造。
    An opening is formed of a predetermined rigid material, includes a bottom plate portion and a required number of side plate portions formed by rising from the bottom plate portion, and an opening surrounded by the side plate portion is formed in a direction opposite to the bottom plate portion. A body having a hollow structure, including a joining portion to which a joining member can be joined to an outer surface selected from the bottom plate portion and the side plate portion; and a body formed of a predetermined rigid material and capable of being housed inside the body, and housing A bonding tool including a bonding portion that can be bonded to a bonding member on an outer surface exposed to the outside in the state, the bottom plate portion or the side plate portion, or a support that can be fixed in contact with both,
    A joining structure comprising a plurality of joining members joined via two or more joining portions selected from the joining portion of the main body or the joining portion of the support.
  6.  前記接合具が、前記接合部材によって掩蔽されている
     請求項5に記載の接合構造。
    The joining structure according to claim 5, wherein the joining tool is covered by the joining member.
  7.  前記接合部材が、木製の柱材または横架材である
     請求項5または請求項6に記載の接合構造。
    The joining structure according to claim 5 or 6, wherein the joining member is a wooden pillar or a horizontal member.
  8.  前記接合部が、板厚方向に貫通した接続具挿通孔が形成され、該接続具挿通孔に挿通された接続具を以て、前記接合部材と前記接合具とが接合される構造である
     請求項5、請求項6または請求項7に記載の接合構造。
    6. The connector according to claim 5, wherein the connecting portion is formed with a connector insertion hole penetrating in a plate thickness direction, and the connecting member and the connector are joined by the connector inserted through the connector insertion hole. The joining structure according to claim 6 or claim 7.
  9.  前記接続具が、軸部に雄ネジが形成されたネジ部材であり、
     前記接合部材が、前記接合具との接合面に前記ネジ部材を螺着するネジ孔が形成されていると共に、該ネジ孔の口縁には、前記本体あるいは前記支持体の外面と同程度以上の強度の剛性材料で形成された所定幅の周縁部が、前記接合面から突出した態様で設けられている
     請求項8に記載の接合構造。
    The connection tool is a screw member in which a male screw is formed on a shaft portion,
    The joining member has a screw hole for screwing the screw member on a joint surface with the joining tool, and a rim of the screw hole has a rim equal to or more than the outer surface of the main body or the support. The joining structure according to claim 8, wherein a peripheral portion having a predetermined width and formed of a rigid material having a high strength is provided so as to protrude from the joining surface.
  10.  前記接合部材が、前記接合具との接合面において同接合部材と反対方向へ突出した接続軸と、該接続軸の接合面上の基端の周囲に、前記本体あるいは前記支持体の外面と同程度以上の強度の剛性材料で形成されると共に、前記接合面から突出した態様、または、前記接合面と略面一な態様で設けられた、フランジ状の周縁部とを有する
     請求項8に記載の接合構造。
    A connecting shaft protruding in a direction opposite to the connecting member on a connecting surface with the connecting tool, and an outer surface of the main body or the support around the base end on the connecting surface of the connecting shaft; 9. A flange-shaped peripheral portion which is formed of a rigid material having a strength equal to or higher than that of the first embodiment and which protrudes from the joint surface or is provided in a manner substantially flush with the joint surface. 10. Joint structure.
  11.  所定の剛性材料で形成された底板部と側板部を有し、前記底板部の対向方向に前記側板部で囲まれた開口部が形成された中空構造の本体、および、所定の剛性材料で形成され、前記本体に取り付け可能であると共に、同本体への取り付け状態で前記底板部の対向方向に配置される蓋板部を含む構造の支持体を有する接合具に対し、接合部を介して、前記底板部の外面、前記側板部の外面または前記蓋板部の外面の中から選択された2以上の外面へ複数の接合部材を接合して行う
     接合方法。
    A hollow body having a bottom plate portion and a side plate portion formed of a predetermined rigid material, an opening surrounded by the side plate portion in a direction opposite to the bottom plate portion, and formed of a predetermined rigid material; Attached to the main body, and for a connector having a support having a structure including a lid plate portion disposed in a direction opposite to the bottom plate portion in a state of being attached to the main body, via a bonding portion, A joining method comprising joining a plurality of joining members to two or more outer surfaces selected from the outer surface of the bottom plate portion, the outer surface of the side plate portion, or the outer surface of the lid plate portion.
PCT/JP2019/032839 2018-08-23 2019-08-22 Connector, connection structure, and connection method WO2020040252A1 (en)

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