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JP7424111B2 - Joining method - Google Patents
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JP7424111B2 - Joining method - Google Patents

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JP7424111B2
JP7424111B2 JP2020038080A JP2020038080A JP7424111B2 JP 7424111 B2 JP7424111 B2 JP 7424111B2 JP 2020038080 A JP2020038080 A JP 2020038080A JP 2020038080 A JP2020038080 A JP 2020038080A JP 7424111 B2 JP7424111 B2 JP 7424111B2
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bonding material
joining
thread
threaded portion
circumferential thread
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JP2021139444A (en
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靖彦 辻
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Obayashi Corp
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Description

本発明は、接合部材を用いた接合方法に関する。 The present invention relates to a joining method using a joining member.

柱材や梁材などの構造材においては、木材などの耐火性の低い構造部材を石膏材などの耐火性の高い被覆部材で被覆することにより耐火性が高められる。こうした構造材に外装材などの外部取付部材が取り付けられる場合、その外部取付部材は固定金具を介して構造材に取り付けられる。固定金具は、構造部材に設けられたアンカーボルトにナットを螺合させ、そのナットと被覆部材とで挟持されることにより、アンカーボルトに接合される。このようにアンカーボルトといった内側に位置する内側接合材と、固定金具といった内側接合材の外側に位置する外側接合材とをねじ結合を利用して接合する技術は、例えば特許文献1に開示されている。 In structural materials such as pillars and beams, fire resistance can be increased by covering structural members with low fire resistance such as wood with coating members with high fire resistance such as plaster. When an external attachment member such as an exterior material is attached to such a structural member, the external attachment member is attached to the structural member via a fixing metal fitting. The fixture is joined to the anchor bolt by threading a nut onto the anchor bolt provided on the structural member and sandwiching the nut and the covering member. A technique for joining an inner bonding material such as an anchor bolt located on the inside and an outer bonding material located outside the inner bonding material such as a fixing metal fitting using a screw connection is disclosed in, for example, Patent Document 1. There is.

実開昭52-50413号公報Publication No. 52-50413

しかしながら、上述したように内側接合材と外側接合材とを接合すると、外側接合材を被覆部材に押し付ける外力が外側接合材に作用したときに、その外力が被覆部材に直接的に伝達される。このため、被覆部材が壊れやすい場合に用いることができなかった。 However, when the inner bonding material and the outer bonding material are bonded as described above, when an external force that presses the outer bonding material against the covering member acts on the outer bonding material, that external force is directly transmitted to the covering member. For this reason, it could not be used in cases where the covering member was easily broken.

上記課題を解決する接合部材は、外周に外周螺条が形成された外周面と、前記外周と同心の内周に内周螺条が形成された内周面と、を有する筒状の接合部材であって、前記外周螺条と前記内周螺条とが、同寸法の螺条ピッチである。これにより、外側接合材に作用する外力を内側接合材に伝達させることができる。 A joining member that solves the above problem is a cylindrical joining member that has an outer circumferential surface with an outer circumferential thread formed on the outer circumference, and an inner circumferential surface with an inner circumferential thread formed on the inner circumference concentric with the outer circumference. The outer circumferential thread and the inner circumferential thread have the same thread pitch. Thereby, external force acting on the outer bonding material can be transmitted to the inner bonding material.

上記構成の接合部材は、前記外周の直径よりも大きく形成された頭部を有することが好ましい。これにより、接合部材の締結作業を容易に行うことができる。
上記課題を解決する接合構造は、上述した接合部材と、前記外周螺条と螺合する外側接合材と、前記内周螺条と螺合する内側接合材と、を有する。これにより、外側接合材に作用する外力を内側接合材に伝達させることができる。
It is preferable that the joining member configured as described above has a head portion formed larger than the diameter of the outer periphery. Thereby, the work of fastening the joining members can be easily performed.
A bonding structure that solves the above problem includes the bonding member described above, an outer bonding material that is threadedly engaged with the outer circumferential thread, and an inner bonding material that is threadedly engaged with the inner circumferential thread. Thereby, external force acting on the outer bonding material can be transmitted to the inner bonding material.

上記課題を解決する接合方法は、外側接合材と内側接合材とを接合する接合方法であって、前記外側接合材と前記内側接合材とを接合する接合部材を、外周に外周螺条が形成された外周面と、前記外周と同心の内周に内周螺条が形成された内周面と、を有する筒状に形成するとともに、前記外周螺条と前記内周螺条とを同寸法の螺条ピッチとし、前記外側接合材には、前記外周螺条が螺合する雌ねじ部が貫通形成されており、前記内側接合材には、前記内周螺条が螺合する雄ねじ部が形成されており、前記外側接合材の前記雌ねじ部に対して前記内側接合材の前記雄ねじ部を貫通させた状態において、前記接合部材の前記内周螺条を前記内側接合材に螺合させながら前記接合部材の前記外周螺条を前記外側接合材の前記雌ねじ部に螺合させる。これにより、外側接合材に作用する外力を内側接合材に伝達させることができる。 A joining method for solving the above problem is a joining method for joining an outer joining material and an inner joining material, wherein a joining member for joining the outer joining material and the inner joining material is formed with an outer circumferential thread on the outer periphery. and an inner circumferential surface having an inner circumferential thread formed on an inner circumference concentric with the outer circumference, and the outer circumferential thread and the inner circumferential thread have the same dimensions. The outer bonding material has a female threaded portion to which the outer circumferential thread is threaded, and the inner bonding material has a male threaded portion to which the inner circumferential thread is threaded. In a state in which the male threaded portion of the inner bonding material is passed through the female threaded portion of the outer bonding material, the inner circumferential thread of the bonding member is screwed into the inner bonding material. The outer circumferential thread of the joining member is screwed into the female thread portion of the outer joining material. Thereby, the external force acting on the outer bonding material can be transmitted to the inner bonding material.

接合部材の一実施形態を示す斜視図。FIG. 2 is a perspective view showing one embodiment of a joining member. 接合部材によって接合される外側接合材と内側接合材とを、内側接合材が固定される構造部材と該構造部材を覆う被覆部材とともに模式的に示す断面図。FIG. 3 is a cross-sectional view schematically showing an outer bonding material and an inner bonding material joined by a bonding member, together with a structural member to which the inner bonding material is fixed and a covering member covering the structural member. 接合部材で外側接合材と内側接合材とを接合する手順を説明するための図であって、(a)位置合わせ工程を示す図、(b)重ね合わせ工程を示す図、(c)配置工程を示す図、(d)第1螺合工程を示す図、(e)第2螺合工程が完了した状態を示す図。FIGS. 3A and 3B are diagrams for explaining a procedure for joining an outer joint material and an inner joint material with a joining member, including (a) a diagram showing a positioning process, (b) a diagram showing an overlapping process, and (c) a positioning process. , (d) a diagram showing the first screwing process, and (e) a diagram showing a state in which the second screwing process is completed. 外側接合材と内側接合材とを接合する接合構造において、(a)外側接合材に圧縮力が作用した場合の力の伝達経路を模式的に示す図、(b)外側接合材に引張力が作用した場合の力の伝達経路を模式的に示す図。In a joint structure that joins an outer bonding material and an inner bonding material, (a) a diagram schematically showing a force transmission path when a compressive force is applied to the outer bonding material; (b) a diagram schematically showing a force transmission path when a compressive force is applied to the outer bonding material; A diagram schematically showing the transmission path of force when it acts.

図1~図4を参照して、接合部材、接合構造、および、接合方法の一実施形態について説明する。
図1に示すように、接合部材10は、中心軸Cを有する筒状をなしており、外周に外周螺条11が形成された外周面を有する軸部12と、軸部12の基端部に対して一体に連結された頭部13と、を有している。
An embodiment of a joining member, a joining structure, and a joining method will be described with reference to FIGS. 1 to 4.
As shown in FIG. 1, the joining member 10 has a cylindrical shape with a central axis C, and includes a shaft portion 12 having an outer circumferential surface on which an outer peripheral thread 11 is formed, and a base end portion of the shaft portion 12. The head 13 is integrally connected to the head 13.

頭部13は、軸部12の外周の直径よりも大きく形成されている。具体的には、頭部13は、中心軸Cに沿う方向から接合部材10を見たときに、その外形形状が軸部12の外周の直径に基づく円が内側に配置される六角形形状に形成されている。 The head 13 is formed larger than the diameter of the outer periphery of the shaft portion 12. Specifically, when the joining member 10 is viewed from the direction along the central axis C, the head 13 has a hexagonal outer shape in which a circle based on the diameter of the outer periphery of the shaft portion 12 is arranged inside. It is formed.

接合部材10は、軸部12の外周と同心の内周に内周螺条15が形成された内周面を有している。この内周螺条15は、接合部材10を貫通するように軸部12および頭部13にわたって形成されている。 The joining member 10 has an inner circumferential surface on which an inner circumferential thread 15 is formed on the inner circumference concentric with the outer circumference of the shaft portion 12 . This inner circumferential thread 15 is formed across the shaft portion 12 and the head portion 13 so as to penetrate the joining member 10 .

外周螺条11と内周螺条15は、同寸法の螺条ピッチで、かつ締結方向が同じ回転方向に形成されている。外周螺条11および内周螺条15は、接合部材10に必要とされる機械的強度を考慮したうえで、例えばJISB0205に規定されたメートルねじに応じた呼び径や螺条ピッチが選択される。 The outer circumferential thread 11 and the inner circumferential thread 15 are formed to have the same size and thread pitch, and are fastened in the same rotational direction. For the outer circumferential thread 11 and the inner circumferential thread 15, the nominal diameter and thread pitch are selected in accordance with the metric thread specified in JISB0205, for example, after considering the mechanical strength required for the joining member 10. .

接合部材10は、金属製ボルトに対して内周螺条15を追加工することにより作製してもよいし、金属部材に対する機械加工、すなわち削り出しによって作製されてもよい。また、接合部材10は、樹脂製ボルトに対して内周螺条15を追加工することにより作製されてもよい。 The joining member 10 may be manufactured by adding an inner circumferential thread 15 to a metal bolt, or may be manufactured by machining, that is, cutting out, a metal member. Further, the joining member 10 may be manufactured by additionally machining the inner circumferential thread 15 on a resin bolt.

図2に示すように、接合部材10は、外側接合材16と内側接合材17とを接合する。
外側接合材16は、例えばコンクリート材や木材、金属材などで構成される。外側接合材16には、接合部材10の外周螺条11が螺合可能な雌ねじ部18が貫通形成されている。この雌ねじ部18は、例えば外側接合材16に対する加工によって外側接合材16に直接形成されてもよいし、雌ねじ部18を有する機械部品が埋め込まれることにより外側接合材16に形成されてもよい。接合部材10の軸部12の長さL1は、この外側接合材16の厚さtと略等しい値に設定される。
As shown in FIG. 2, the joining member 10 joins an outer joining material 16 and an inner joining material 17.
The outer bonding material 16 is made of, for example, concrete, wood, metal, or the like. A female threaded portion 18 is formed through the outer bonding material 16 so that the outer circumferential thread 11 of the bonding member 10 can be screwed into the female threaded portion 18 . The female threaded portion 18 may be formed directly in the outer bonding material 16 by, for example, processing the outer bonding material 16, or may be formed in the outer bonding material 16 by embedding a mechanical component having the female threaded portion 18. The length L1 of the shaft portion 12 of the joining member 10 is set to a value substantially equal to the thickness t of the outer joining material 16.

内側接合材17は、例えばコンクリート材や木材、金属材などで構成される構造部材19に対して固定されたアンカーボルトで構成されている。内側接合材17は、構造部材19に固定される定着部20と、構造部材19から突出して接合部材10の内周螺条15が螺合可能な雄ねじ部21と、を有している。内側接合材17は、構造部材19に固定された状態において、構造部材19を覆う被覆部材22から雄ねじ部21が突出長さL2だけ突出する。この突出長さL2は、接合部材10の軸方向長さL3よりも僅かに長いことが好ましい。 The inner bonding material 17 is composed of an anchor bolt fixed to a structural member 19 made of, for example, concrete, wood, metal, or the like. The inner bonding material 17 has a fixing portion 20 fixed to the structural member 19 and a male screw portion 21 that protrudes from the structural member 19 and into which the inner circumferential thread 15 of the bonding member 10 can be screwed. When the inner bonding material 17 is fixed to the structural member 19, the male threaded portion 21 projects from the covering member 22 that covers the structural member 19 by a projecting length L2. It is preferable that this protrusion length L2 is slightly longer than the axial length L3 of the joining member 10.

被覆部材22は、外側接合材16と内側接合材17とが接合された状態において、外側接合材16に隣接する部材である。被覆部材22は、例えば石膏材など、外側接合材16および構造部材19よりも機械的強度が弱く、壊れやすい材料で形成されている。被覆部材22には、内側接合材17が貫通可能な貫通孔23が形成される。貫通孔23は、雌ねじ部18の呼び径に基づく直径よりも小さな直径を有する円形孔である。 The covering member 22 is a member adjacent to the outer bonding material 16 when the outer bonding material 16 and the inner bonding material 17 are bonded together. The covering member 22 is made of a material, such as gypsum, which has a lower mechanical strength than the outer bonding material 16 and the structural member 19 and is more easily broken. A through hole 23 through which the inner bonding material 17 can pass is formed in the covering member 22 . The through hole 23 is a circular hole having a diameter smaller than the diameter based on the nominal diameter of the female threaded portion 18 .

(接合方法)
図3を参照して、接合部材10による外側接合材16と内側接合材17との接合方法について説明する。
(Joining method)
Referring to FIG. 3, a method for joining the outer bonding material 16 and the inner bonding material 17 using the bonding member 10 will be described.

まず、図3(a)に示すように、被覆部材22に形成された貫通孔23に通じて構造部材19に内側接合材17を固定した状態で位置合わせ工程が行われる。位置合わせ工程においては、内側接合材17の雄ねじ部21と、雌ねじ部18が形成された外側接合材16との位置合わせが行われる。具体的には、内側接合材17の中心軸方向に沿って内側接合材17と外側接合材16とを近づけたときに、内側接合材17の雄ねじ部21が外側接合材16の雌ねじ部18を貫通するように位置合わせが行われる。 First, as shown in FIG. 3A, an alignment step is performed with the inner bonding material 17 fixed to the structural member 19 through the through hole 23 formed in the covering member 22. In the alignment step, the male threaded portion 21 of the inner bonding material 17 and the outer bonding material 16 on which the female threaded portion 18 is formed are aligned. Specifically, when the inner bonding material 17 and the outer bonding material 16 are brought close to each other along the central axis direction of the inner bonding material 17, the male threaded portion 21 of the inner bonding material 17 engages the female threaded portion 18 of the outer bonding material 16. Alignment is performed so that it passes through.

次に、図3(b)に示すように、重ね合わせ工程が行われる。重ね合わせ工程においては、内側接合材17の中心軸方向に沿って内側接合材17と外側接合材16とを近づけて、外側接合材16の雌ねじ部18に内側接合材17の雄ねじ部21を貫通させ、被覆部材22に重あるように外側接合材16が配置される。 Next, as shown in FIG. 3(b), an overlapping process is performed. In the overlapping process, the inner bonding material 17 and the outer bonding material 16 are brought close to each other along the central axis direction of the inner bonding material 17, and the male threaded portion 21 of the inner bonding material 17 is passed through the female threaded portion 18 of the outer bonding material 16. The outer bonding material 16 is arranged so as to overlap the covering member 22.

次に、図3(c)に示すように、配置工程が行われる。配置工程においては、内側接合材17の雄ねじ部21に対して接合部材10の内周螺条15が軸部12側から螺合可能な位置に接合部材10が配置される。 Next, as shown in FIG. 3(c), a placement step is performed. In the arrangement step, the joining member 10 is arranged at a position where the inner circumferential thread 15 of the joining member 10 can be screwed into the male threaded portion 21 of the inner joining member 17 from the shaft portion 12 side.

次に、図3(d)に示すように、第1螺合工程が行われる。第1螺合工程においては、中心軸Cを回転中心として接合部材10を締結方向に回転させることにより、内側接合材17の雄ねじ部21のうちで外側接合材16から突出する部分に接合部材10の内周螺条15を螺合させる。接合部材10の締結作業は、頭部13を操作可能な工具を用いて行うことができる。 Next, as shown in FIG. 3(d), a first screwing step is performed. In the first screwing step, by rotating the joining member 10 in the fastening direction about the central axis C, the joining member 10 is attached to the part of the male threaded portion 21 of the inner joining material 17 that protrudes from the outer joining material 16. The inner circumferential threads 15 are screwed together. The work of fastening the joining member 10 can be performed using a tool that can operate the head 13.

最後に、図3(e)に示すように、第2螺合工程が行われる。第2螺合工程においては、中心軸Cを回転中心として接合部材10を締結方向に回転させることにより、内側接合材17の雄ねじ部21のうちで外側接合材16の雌ねじ部18の内側に位置する部分に対する内周螺条15の螺合が行われる。また、この内周螺条15の螺合と同時期に、外側接合材16の雌ねじ部18に対する外周螺条11の螺合が行われる。そして、接合部材10の頭部13が外側接合材16に当接する位置まで接合部材10を回転させることにより外側接合材16と内側接合材17との接合が完了する。 Finally, as shown in FIG. 3(e), a second screwing step is performed. In the second screwing step, by rotating the joining member 10 in the fastening direction about the central axis C, the male threaded portion 21 of the inner joining material 17 is positioned inside the female threaded portion 18 of the outer joining material 16. The inner circumferential thread 15 is screwed into the portion. Further, at the same time as the internal thread 15 is threaded, the outer thread 11 is threaded onto the female threaded portion 18 of the outer bonding material 16. Then, by rotating the joining member 10 to a position where the head 13 of the joining member 10 abuts the outer joining material 16, the joining between the outer joining material 16 and the inner joining material 17 is completed.

(作用)
上述した接合構造の作用について説明する。
図4(a)に示すように、被覆部材22に外側接合材16を押し付けようとする圧縮力F11が外力として外側接合材16に作用したとする。このとき、その圧縮力F11は、外側接合材16の雌ねじ部18と接合部材10の外周螺条11との螺合部分、接合部材10の内周螺条15と内側接合材17の雄ねじ部21との螺合部分、構造部材19に対する内側接合材17の定着部20を介して構造部材19に力F12として伝達される。すなわち、圧縮力F11は、その力が被覆部材22に伝達されにくい経路で構造部材19に伝達される。
(effect)
The operation of the above-mentioned joining structure will be explained.
As shown in FIG. 4A, it is assumed that a compressive force F11 that attempts to press the outer bonding material 16 against the covering member 22 acts on the outer bonding material 16 as an external force. At this time, the compressive force F11 is applied to the threaded portion between the female screw portion 18 of the outer joint material 16 and the outer peripheral thread 11 of the joint member 10, the inner peripheral thread 15 of the joint member 10, and the male thread portion 21 of the inner joint member 17. A force F12 is transmitted to the structural member 19 through the screwed portion with the structural member 19 and the fixing portion 20 of the inner bonding material 17 to the structural member 19. That is, the compressive force F11 is transmitted to the structural member 19 through a path that makes it difficult for the force to be transmitted to the covering member 22.

図4(b)に示すように、被覆部材22から外側接合材16を引き離そうとする引張力F21が外力として外側接合材16に作用したとする。このとき、その引張力F21は、外側接合材16の雌ねじ部18と接合部材10の外周螺条11との螺合部分、接合部材10の内周螺条15と内側接合材17の雄ねじ部21との螺合部分、構造部材19に対する内側接合材17の定着部20を介して構造部材19に力F22として伝達される。すなわち、引張力F21は、その力が被覆部材22に伝達されにくい経路で構造部材19に伝達される。 As shown in FIG. 4(b), it is assumed that a tensile force F21 that attempts to separate the outer bonding material 16 from the covering member 22 acts on the outer bonding material 16 as an external force. At this time, the tensile force F21 is applied to the threaded portion between the female threaded portion 18 of the outer bonding material 16 and the outer circumferential thread 11 of the bonding member 10, and the threaded portion between the inner circumferential thread 15 of the bonding member 10 and the male thread portion 21 of the inner bonding material 17. The force F22 is transmitted to the structural member 19 through the screwed portion with the structural member 19 and the fixing portion 20 of the inner bonding material 17 to the structural member 19. That is, the tensile force F21 is transmitted to the structural member 19 through a path that makes it difficult for the force to be transmitted to the covering member 22.

本実施形態の効果について説明する。
(1)外側接合材16に外力が作用したとしても、その外力が被覆部材22に伝達することが抑えられる。
The effects of this embodiment will be explained.
(1) Even if an external force acts on the outer bonding material 16, the external force is prevented from being transmitted to the covering member 22.

(2)接合部材10は、外周螺条11の直径よりも大きく形成された頭部13を有している。これにより、頭部13を操作可能な工具を用いた接合部材10の締結作業を容易に行うことができる。その結果、締結作業の作業負荷を軽減することができる。 (2) The joining member 10 has a head 13 formed larger than the diameter of the outer circumferential thread 11. Thereby, the work of fastening the joining member 10 using a tool that can operate the head 13 can be easily performed. As a result, the workload of the fastening work can be reduced.

(3)軸部12の長さL1が外側接合材16の厚さtよりも大きい場合には、外側接合材16と被覆部材22との間に僅かな隙間が形成される。これにより、外側接合材16に作用した圧縮力F11が被覆部材22に伝達されたとしても、その圧縮力F11に基づく力が作用する領域を限定することができる。 (3) When the length L1 of the shaft portion 12 is greater than the thickness t of the outer bonding material 16, a slight gap is formed between the outer bonding material 16 and the covering member 22. Thereby, even if the compressive force F11 acting on the outer bonding material 16 is transmitted to the covering member 22, the area on which the force based on the compressive force F11 acts can be limited.

(4)軸部12の長さL1が外側接合材16の厚さtよりも小さい場合には、外側接合材16と被覆部材22とが面接触する。これにより、外側接合材16に作用した圧縮力F11が被覆部材22に伝達されたとしても、その圧縮力F11に基づく力を被覆部材22の接触面全体で受けることができる。 (4) When the length L1 of the shaft portion 12 is smaller than the thickness t of the outer bonding material 16, the outer bonding material 16 and the covering member 22 come into surface contact. Thereby, even if the compressive force F11 acting on the outer bonding material 16 is transmitted to the covering member 22, the entire contact surface of the covering member 22 can receive the force based on the compressive force F11.

(5)軸部12の長さL1が外側接合材16の厚さtと等しい場合には、被覆部材22は、外側接合材16および接合部材10と接触する。これにより、外側接合材16に作用した圧縮力F11が被覆部材22に伝達されたとしても、被覆部材22は、その圧縮力F11に基づく力を外側接合材16および接合部材10の双方と接触する部分で受けることができる。 (5) When the length L1 of the shaft portion 12 is equal to the thickness t of the outer bonding material 16, the covering member 22 contacts the outer bonding material 16 and the bonding member 10. As a result, even if the compressive force F11 acting on the outer bonding material 16 is transmitted to the covering member 22, the covering member 22 contacts both the outer bonding material 16 and the bonding member 10 with a force based on the compressive force F11. You can receive it in parts.

(6)内側接合材17の突出長さL2が接合部材10の軸方向長さL3よりも長いことにより、接合部材10を、その長さ方向の全域にわたって内側接合材17と接合させることができる。 (6) Since the protruding length L2 of the inner bonding material 17 is longer than the axial length L3 of the bonding member 10, the bonding member 10 can be bonded to the inner bonding material 17 over the entire length thereof. .

(7)被覆部材22に形成される貫通孔23は、雌ねじ部18の呼び径に基づく直径よりも小さな直径を有する円形孔である。これにより、構造部材19に対する被覆部材22の位置ずれを小さくすることができる。 (7) The through hole 23 formed in the covering member 22 is a circular hole having a smaller diameter than the diameter based on the nominal diameter of the female screw portion 18. Thereby, the displacement of the covering member 22 with respect to the structural member 19 can be reduced.

本実施形態は、以下のように変更して実施することができる。本実施形態及び以下の変更例は、技術的に矛盾しない範囲で互いに組み合わせて実施することができる。
・外周螺条11および内周螺条15は、JISB0205に規定されたメートルねじに応じた呼び径や螺条ピッチが選択される構成に限らず、例えばウィットねじやユニファイねじなど、1インチあたりの山数で表現されるインチねじであってもよい。
This embodiment can be modified and implemented as follows. This embodiment and the following modified examples can be implemented in combination with each other within a technically consistent range.
・The outer circumferential thread 11 and the inner circumferential thread 15 are not limited to the configuration in which the nominal diameter and thread pitch are selected according to the metric thread specified in JISB0205, but are It may be an inch thread expressed by the number of threads.

・接合部材10の頭部13は、工具を用いた締結作業が可能であればよく、軸部12の外周の直径よりも小さく形成されていてもよい。 - The head 13 of the joining member 10 may be formed smaller than the diameter of the outer periphery of the shaft portion 12 as long as it can be fastened using a tool.

10…接合部材、11…外周螺条、12…軸部、13…頭部、15…内周螺条、16…外側接合材、17…内側接合材、18…雌ねじ部、19…構造部材、20…定着部、21…雄ねじ部、22…被覆部材、23…貫通孔。 DESCRIPTION OF SYMBOLS 10... Joining member, 11... Outer circumference thread, 12... Shaft part, 13... Head, 15... Inner circumference thread, 16... Outer bonding material, 17... Inner bonding material, 18... Female thread part, 19... Structural member, 20...Fixing part, 21...Male thread part, 22...Coating member, 23...Through hole.

Claims (1)

外側接合材と内側接合材とを接合する接合方法であって、
前記外側接合材と前記内側接合材とを接合する接合部材を、外周に外周螺条が形成された外周面と、前記外周と同心の内周に内周螺条が形成された内周面と、を有する筒状に形成するとともに、前記外周螺条と前記内周螺条とを同寸法の螺条ピッチとし、
前記外側接合材には、前記外周螺条が螺合する雌ねじ部が貫通形成されており、
前記内側接合材には、前記内周螺条が螺合する雄ねじ部が形成されており、
前記外側接合材の前記雌ねじ部に対して前記内側接合材の前記雄ねじ部を貫通させた状態において、前記接合部材の前記内周螺条を前記内側接合材に螺合させながら前記接合部材の前記外周螺条を前記外側接合材の前記雌ねじ部に螺合させる
接合方法。
A joining method for joining an outer joining material and an inner joining material, the method comprising:
A joining member that joins the outer joining material and the inner joining material has an outer peripheral surface with an outer peripheral thread formed on the outer periphery, and an inner peripheral surface with an inner peripheral thread formed on the inner periphery concentric with the outer periphery. , and the outer circumferential thread and the inner circumferential thread have the same thread pitch;
The outer bonding material has a female threaded portion formed therethrough, into which the outer circumferential thread is threaded, and
The inner bonding material is formed with a male threaded portion into which the inner circumferential thread is threaded,
In a state in which the male threaded portion of the inner bonding material is passed through the female threaded portion of the outer bonding material, the inner circumferential thread of the bonding member is screwed into the inner bonding material while A joining method comprising screwing an outer circumferential thread into the female thread portion of the outer joining material.
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