JP2019044398A - Connection pin and connection structure of horizontal member - Google Patents

Connection pin and connection structure of horizontal member Download PDF

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Publication number
JP2019044398A
JP2019044398A JP2017166578A JP2017166578A JP2019044398A JP 2019044398 A JP2019044398 A JP 2019044398A JP 2017166578 A JP2017166578 A JP 2017166578A JP 2017166578 A JP2017166578 A JP 2017166578A JP 2019044398 A JP2019044398 A JP 2019044398A
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Prior art keywords
connection
pin
hole
connection pin
cross member
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綾那 久積
Ayana Hisazumi
綾那 久積
宍戸 唯一
Tadakazu Shishido
唯一 宍戸
清水 信孝
Nobutaka Shimizu
信孝 清水
佐藤 圭一
Keiichi Sato
圭一 佐藤
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Nippon Steel Corp
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Nippon Steel and Sumitomo Metal Corp
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Abstract

To provide a connection pin capable of suppressing generation of damage such as splitting to a structural material as it deforms more easily than before, and to provide a connection structure of a horizontal member using the connection pin.SOLUTION: By inserting a connection pin 10 in a connection hole 3h provided at a connection metal fitting 3 and a hole 2h provided at an end part of a horizontal member 2, the end part of the horizontal member 2 can be connected to the connection metal fitting 3 fixed to a structural material 1. The connection pin 10 is formed in a cylindrical shape, and one edge part 10a along an axial direction is overlapped with an inner peripheral surface of the other edge part 10b in the radial direction. Thus, the connection pin deforms more easily than a conventional connection pin, and it can suppress generation of damage such as splitting to the structural material.SELECTED DRAWING: Figure 3

Description

本発明は連結ピンおよび横架材の連結構造に関する。   The present invention relates to a connection structure of a connection pin and a horizontal member.

木材どうしを連結する際に使用する建築用木材の連結ピンとして例えば特許文献1および特許文献2に記載のものが知られている。 特許文献1に記載の連結ピンは、一方の木材に固定した連結金具の仕口連結部を、他方の木材に形成した仕口部に差し込みして連結する際、この仕口連結部に形成した連結孔と他方の木材に形成した止着孔とに挿通固定する連結ピンであって、金属パイプ若しくはパイプ状金属を採用した構成とし、前記金属パイプ若しくはパイプ状金属の中空部に、前記金属より軟質な材質よりなる芯材を介在配設し、この芯材が少なくとも前記金属パイプ若しくはパイプ状金属の軸心方向の一端部から突出するように配設して突出基端部を形成する構成とし、この突出基端部を殴打部に設定する構成とすることを特徴としている。 このような連結ピンでは、連結ピンの変形により地震等による揺れを吸収して木材の割裂を防止している。   DESCRIPTION OF RELATED ART The thing of patent document 1 and patent document 2 is known as a connection pin of the timber for constructions used when connecting woods, for example. The connection pin described in Patent Document 1 is formed in this connection connection portion when the connection connection portion of the connection fitting fixed to one wood is inserted and connected to the connection portion formed in the other wood. A connecting pin inserted and fixed to the connecting hole and the fastening hole formed in the other wood, wherein a metal pipe or pipe-like metal is adopted, and the hollow part of the metal pipe or pipe-like metal is made of the metal A core made of a soft material is interposed, and the core is disposed so as to protrude at least from one end in the axial direction of the metal pipe or the pipe-like metal to form a projecting proximal end. The projection proximal end portion is set as a striking portion. In such a connecting pin, deformation of the connecting pin absorbs vibration caused by an earthquake or the like to prevent splitting of wood.

また、特許文献2に記載の連結ピンは、塑性変形可能な金属からなり、相締結する部材のうちの挿入先となる部材の幅と略等しい長さを持つ柱状のドリフトピンであって、その長手方向の中央部に、その長手方向の両端部に比べて断面径を縮小した括れ部を単数又は複数設けたことを特徴としている。 このような連結ピンでは、木材を損傷させるに足る外力がドリフトピンに加わったとしても、連結ピンの塑性変形を以って木材への衝撃を逃がし、木材の割れを回避している。 Further, the connecting pin described in Patent Document 2 is a columnar drift pin made of a plastically deformable metal and having a length substantially equal to the width of the member to be inserted among the members to be phase-fastened. The present invention is characterized in that a single or a plurality of constricted portions whose cross-sectional diameter is reduced as compared with both end portions in the longitudinal direction are provided at the central portion in the longitudinal direction. With such a connecting pin, even if an external force sufficient to damage the wood is applied to the drift pin, the plastic deformation of the connecting pin escapes the impact on the wood and avoids cracking of the wood.

特許第4005610号公報Patent No. 4005610 特開2011−117191号公報JP, 2011-117191, A

ところで、上述した特許文献1に記載の連結ピンでは、金属パイプ若しくはパイプ状金属と、これらに挿通される芯材とを備えているので、部品点数が多くなるとともに加工度が高くなる。また、芯材は金属パイプ若しくはパイプ状金属の金属より軟質な材料によって形成されているため、連結ピンが無垢の金属で形成されている場合に比して変形し易いものの、筒状の金属パイプのみの場合に比して変形し難い。
また、特許文献2に記載の連結ピンでは、塑性変形可能な金属を用いて構成しているが、当該連結ピンは無垢の金属によって形成されているため、筒状の金属パイプによって連結ピンが形成されている場合に比して変形し難い。
By the way, in the connection pin of patent document 1 mentioned above, since it has a metal pipe or pipe-like metal and the core material penetrated to these, while a number of parts increases, processing degree becomes high. In addition, since the core material is formed of a material softer than the metal of the metal pipe or the pipe-like metal, it is easier to deform than when the connection pin is formed of a solid metal, but a cylindrical metal pipe It is difficult to deform compared to the case of.
Moreover, in the connection pin of patent document 2, although it comprises using the metal which can be plastically deformed, since the said connection pin is formed with a solid metal, a connection pin is formed by a cylindrical metal pipe. It is difficult to deform compared to the case where it is

本発明は前記事情に鑑みてなされたもので、従来に比して変形し易くなることで、構造材への割裂等の損傷の発生を抑制できる連結ピンおよびこの連結ピンを用いた横架材の連結構造を提供することを目的とする。   The present invention has been made in view of the above-mentioned circumstances, and is capable of suppressing the occurrence of damage such as splitting to a structural material by being easily deformed as compared with the prior art, and a cross member using this connection pin Aims to provide a connected structure of

前記目的を達成するために、本発明の連結ピンは、構造材に固定されている連結金具に横架材の端部を連結する際に、前記連結金具に設けられた連結孔と前記横架材の端部に設けられた孔とに挿通される連結ピンであって、
筒状に形成され、軸方向に沿う一方の縁部が他方の縁部の内周面と径方向において重なっていることを特徴とする。
In order to achieve the above object, the connecting pin of the present invention includes the connecting hole provided in the connecting fitting and the lateral bridge when connecting the end portion of the lateral extending member to the connecting fitting fixed to the structural member. A connecting pin inserted into a hole provided at an end of the material,
It is formed in a tubular shape, and one edge along the axial direction is characterized in that it radially overlaps the inner peripheral surface of the other edge.

また、本発明の横架材の連結構造は、構造材に固定されている連結金具に横架材の端部を連結した横架材の連結構造であって、
前記連結金具に設けられた連結孔と前記横架材の端部に設けられた孔とに、前記連結ピンが挿通されていることを特徴とする。
Further, the connection structure of the horizontal members according to the present invention is a connection structure of horizontal members in which the end portion of the horizontal members is connected to a connection fitting fixed to the structural member,
The connection pin is inserted into a connection hole provided in the connection fitting and a hole provided at an end of the cross member.

本発明においては、連結金具に設けられた連結孔と横架材の端部に設けられた孔とに前記連結ピンを挿通することによって、構造材に固定されている連結金具に横架材の端部を連結できる。
そして、連結ピンは筒状に形成され、軸方向に沿う一方の縁部が他方の縁部の内周面と径方向において重なっているので、従来の連結ピンに比して変形し易くなり、構造材への割裂等の損傷の発生を抑制できる。
また、連結ピンは縮径可能であるので、変形が進むと縮径して剛性が低下する。したがって、地震時等において、連結ピンの変形が誘発されることで、連結ピンの塑性化が先行し、連結金具およびこの連結金具を構造材に接合している接合部の応力集中を緩和し、構造材の早期破断を防止できる。
In the present invention, the connecting member fixed to the structural member is inserted into the connecting member by inserting the connecting pin through the connecting hole provided in the connecting member and the hole provided in the end of the connecting member. The ends can be connected.
And since the connecting pin is formed in a cylindrical shape, and one edge along the axial direction overlaps the inner peripheral surface of the other edge in the radial direction, it becomes easier to deform than the conventional connecting pin, It is possible to suppress the occurrence of damage such as splitting to the structural material.
Further, since the diameter of the connecting pin can be reduced, the diameter is reduced as the deformation progresses, and the rigidity is reduced. Therefore, in the event of an earthquake, etc., deformation of the connection pin is induced, so that plasticization of the connection pin precedes, relieving stress concentration in the connection fitting and the joint that joins this connection fitting to the structural material, It is possible to prevent early breakage of the structural material.

また、本発明の前記構成において、軸方向の少なくとも一部に、軸方向に先細りとなる先細り部を有していてもよい。
このような構成によれば、先細り部の細い方から前記連結孔と孔とに挿通することによって、連結ピンを容易に挿通できる。
In addition, in the above-mentioned configuration of the present invention, at least a part in the axial direction may have a tapered portion which is axially tapered.
According to such a configuration, the connection pin can be easily inserted by inserting the thin portion of the tapered portion into the connection hole and the hole.

また、本発明の前記構成において、端部に軸方向に延在する切欠き部が1個または周方向に所定間隔で複数設けられていてもよい。
このような構成によれば、端部から前記連結孔と孔とに挿通することによって、切欠き部の両側にある部分または隣り合う切欠き部の間にある片部が径方向内側に撓むようにして端部が縮径するので、連結ピンを容易に挿通できる。
Further, in the above-described configuration of the present invention, one or a plurality of notches extending in the axial direction at the end may be provided at predetermined intervals in the circumferential direction.
According to such a configuration, by inserting the end portion into the connection hole and the hole, the portion on both sides of the notch or the portion between the adjacent notches is bent radially inward. Since the diameter of the end portion is reduced, the connection pin can be easily inserted.

また、本発明の前記構成において、前記横架材が軽量H形鋼であり、この軽量H形鋼のウエブに前記孔が設けられていてもよい。   In the above-mentioned composition of the present invention, the above-mentioned horizontal member may be lightweight H-shaped steel, and the above-mentioned hole may be provided in a web of this lightweight H-shaped steel.

このような構成によれば、連結金具に設けられた連結孔と軽量H形鋼のウエブに設けられた孔とに前記連結ピンを挿通することによって、構造材に固定されている連結金具にH形鋼からなる横架材の端部を連結できる。   According to such a configuration, when the connection pin is inserted into the connection hole provided in the connection fitting and the hole provided in the web of lightweight H-shaped steel, the connection fitting fixed to the structural member is H It is possible to connect the ends of the crossbars made of shaped steel.

本発明によれば、連結ピンが筒状に形成され、軸方向に沿う一方の縁部が他方の縁部の内周面と径方向において重なっているので、従来の連結ピンに比して変形し易くなり、構造材への割裂等の損傷の発生を抑制できる。   According to the present invention, the connecting pin is formed in a tubular shape, and one edge along the axial direction overlaps the inner peripheral surface of the other edge in the radial direction, so that deformation is made in comparison with the conventional connecting pin It becomes easy to do and can control generating of damage to a structural material, such as a split.

本発明の第1の実施の形態を示すもので、横架材の連結構造を示す側面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a side view which shows the 1st Embodiment of this invention, and shows the connection structure of a horizontal member. 同、図1におけるA−A線断面図である。It is the sectional view on the AA line in FIG. 1 equally. 同、連結ピンの断面図である。It is a sectional view of a connecting pin. 同、横架材を連結金具に連結する方法を説明する側面図である。Similarly, it is a side view explaining the method to connect a cross member to a connection metal fitting. 同、連結ピンの変形挙動を模式的に示す図である。It is a figure which similarly shows the deformation | transformation behavior of a connecting pin. 同、横架材の連結構造の変形例を示す平断面図である。It is a plane sectional view showing the modification of the connection structure of a cross member in the same. 同、連結ピンの第1変形例を示す斜視図である。It is a perspective view which shows the 1st modification of a connecting pin equally. 同、連結ピンの第1変形例を示す側面図である。It is a side view which similarly shows the 1st modification of a connecting pin. 同、連結ピンの第2変形例を示す要部の斜視図である。It is a perspective view of the principal part which shows the 2nd modification of a connecting pin equally. 本発明の第2の実施の形態を示すもので、横架材の連結構造を示す平断面図である。The 2nd Embodiment of this invention is shown, and it is a plane sectional view which shows the connection structure of a horizontal member. 同、図10におけるB−B線断面図である。11 is a cross-sectional view taken along the line BB in FIG. 本発明の第3の実施の形態を示すもので、横架材を連結金具に連結する方法を説明する側面図である。It is a side view which shows the 3rd Embodiment of this invention, and demonstrates the method of connecting a horizontal member to a connection metal fitting. 同、横架材を連結金具に連結する方法を説明する平断面図である。It is a plane sectional view explaining the method of connecting a cross member to a connection metal fitting equally. 同、横架材の連結構造を示す平断面図である。It is a plane sectional view showing the connection structure of a cross member in the same.

以下、図面を参照して本発明の実施の形態について説明する。
(第1の実施の形態)
図1〜図3は第1の実施の形態を示すもので、図1は横架材の連結構造を示す側面図、図2は図1におけるA−A線断面図、図3は連結ピンの断面図である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
First Embodiment
1 to 3 show the first embodiment, and FIG. 1 is a side view showing a connecting structure of horizontal members, FIG. 2 is a sectional view taken along the line A-A in FIG. 1, and FIG. FIG.

図1および図2に示すように、構造材1に横架材2が連結金具3を介して連結されている。構造材1は、例えば木質の梁やまぐさであり、断面矩形状に形成されている。なお、構造材1は梁やまぐさに限らず、柱や壁であってもよい。
横架材2は軽量H形鋼によって形成されており、上下のフランジ2a,2aと、これらフランジ2a,2aを接続するウエブ2bとによって構成されている。下側のフランジ2aの端部は平面視矩形状に切り欠かれており、この切欠部の先端2dは連結金具3より横架材2の中央部側に位置している。したがって、図4に示すように、横架材2を連結金具3に上方から吊り下ろして連結する際に、下側のフランジ2aが連結金具3に干渉しないようになっている。
また、図4に示すように、横架材2のウエブ2bの端部には、3個の孔2h・・・が上下に所定間隔で設けられている。
As shown in FIGS. 1 and 2, a cross member 2 is connected to the structural member 1 via a connection fitting 3. The structural material 1 is, for example, a wood beam or lintel, and is formed in a rectangular shape in cross section. In addition, the structural material 1 may be a pillar or a wall without being limited to a beam or a fence.
The horizontal member 2 is formed of a lightweight H-shaped steel, and is constituted by upper and lower flanges 2a, 2a and a web 2b connecting the flanges 2a, 2a. The end of the lower flange 2a is cut out in a rectangular shape in a plan view, and the tip 2d of the cut portion is located on the center side of the horizontal member 2 with respect to the connection fitting 3. Therefore, as shown in FIG. 4, when the horizontal member 2 is suspended from above and connected to the connection fitting 3, the lower flange 2 a does not interfere with the connection fitting 3.
Further, as shown in FIG. 4, at the end of the web 2b of the cross member 2, three holes 2h are provided at predetermined intervals in the upper and lower direction.

連結金具3は、断面略コ字形に形成されており、横架材2の幅方向(図2において上下方向)に離間して配置された一対の連結板3a,3aと、この連結板3a,3aの基端部を接続する固定板3bとを備えている。
連結板3aは矩形板状に形成されており、その上縁部には溝部3cが設けられ、この溝部3cの下方において2個の連結孔3h,3hが上下に所定間隔で設けられている。連結孔3h,3h間の距離は前記3個の孔2h・・・のうち下側の2個の孔2h,2h間の距離と等しくなっている。また、溝部3cの底部とその直下にある連結孔3hとの間の距離は、前記3個の孔2h・・・のうち上側の2個の孔2h,2h間の距離と等しくなっている。
The connection fitting 3 is formed to have a substantially U-shaped cross section, and a pair of connection plates 3a and 3a spaced apart in the width direction (vertical direction in FIG. 2) of the horizontal member 2 and the connection plates 3a and 3a. And a fixed plate 3b for connecting the proximal end of 3a.
The connecting plate 3a is formed in a rectangular plate shape, and a groove 3c is provided at the upper edge thereof, and two connecting holes 3h and 3h are provided below the groove 3c at predetermined intervals in the vertical direction. The distance between the connection holes 3h and 3h is equal to the distance between the lower two holes 2h and 2h among the three holes 2h. Further, the distance between the bottom of the groove 3c and the connection hole 3h immediately below the groove 3c is equal to the distance between the upper two holes 2h and 2h among the three holes 2h.

固定板3bは矩形板状に形成されており、その幅方向中央部(図2では上下方向中央部)には、3個の貫通孔が設けられている。
そして、固定板3bを構造材1の側面1aに当接したうえで、前記3個の貫通孔に釘やビス、ボルト等の止着材4を打ち込みまたはねじ込むことによって、当該側面1aに固定板3bが固定されている。この状態において、連結板3a,3aは側面1aに対して直角に配置されている。
The fixing plate 3b is formed in a rectangular plate shape, and three through holes are provided in the widthwise central portion (the central portion in the vertical direction in FIG. 2).
Then, after affixing the fixing plate 3b to the side surface 1a of the structural material 1, the fixing plate 4b is driven or screwed into the three through holes to fix the fixing plate 3b to the side surface 1a. 3b is fixed. In this state, the connection plates 3a and 3a are disposed at right angles to the side surface 1a.

このようにして構造材1に固定された連結金具3に横架材2を連結する場合、図4および図2に示すように、連結金具3の上方から横架材2を、そのウエブ2bが連結板3a,3a間の略中央部に配置されるようにして、クレーン等によって吊り下ろして行き、当該横架材2の3個の孔2h・・・と、連結板3a,3aの溝部3cおよび2個の連結孔3h,3hとをほぼ同軸に合致させる。この場合、ウエブ2bの最上段の孔2hに連結ピン10を予め挿通しておくことによって、横架材2が吊り下ろされると、当該連結ピンが連結金具3の溝部3c,3cに上方から挿入され、当該溝部3c,3cの底部に嵌まり込む。なお、図1および図4において、連結ピン10にはハッチングを施してある。   When the cross member 2 is connected to the connection fitting 3 fixed to the structural member 1 in this manner, as shown in FIGS. 4 and 2, the cross member 2 from above the connection fitting 3 and its web 2 b It is hung by a crane or the like so as to be disposed substantially at the center between the connecting plates 3a and 3a, and the three holes 2h of the horizontal support 2 and the groove 3c of the connecting plates 3a and 3a And the two connection holes 3h, 3h are substantially coaxially aligned. In this case, when the cross member 2 is suspended by inserting the connecting pin 10 in advance through the hole 2 h of the uppermost step of the web 2 b, the connecting pin is inserted from above into the groove portions 3 c and 3 c of the connecting fitting 3. And fit into the bottoms of the grooves 3c, 3c. In addition, in FIG. 1 and FIG. 4, the connection pin 10 is hatched.

連結ピン10が溝部3c,3cの底部に嵌まり込むことによって、横架材2が連結金具3に仮支持された状態となるとともに、横架材2の下側の2個の孔2h,2hと、連結板3a,3aの2個の連結孔3h,3hとが重ね合されほぼ同軸に合致する。そして、この重ね合された連結孔3hと孔2hに連結ピン10を打ち込むことによって、当該連結ピンが連結孔3hと孔2hに挿通され、これによって、連結金具3に横架材2の端部が連結されている。   By the connecting pin 10 being fitted into the bottom of the groove 3c, 3c, the cross member 2 is temporarily supported by the connection fitting 3, and the two lower holes 2h, 2h of the cross member 2 are provided. And the two connection holes 3h, 3h of the connection plates 3a, 3a are overlapped and substantially coaxially aligned. Then, the connection pin 10 is inserted into the connection hole 3h and the hole 2h by driving the connection pin 10 into the overlapped connection hole 3h and the hole 2h, whereby the end of the cross member 2 is connected to the connection fitting 3 Are linked.

連結ピン10は、図3に示すように、円筒状に形成され、軸方向に沿う一方の縁部10aが他方の縁部10bの内周面と径方向において重なっている。この場合、一方の縁部10aの外周面と他方の縁部10bの内周面とが当接していてもよいし、径方向に離間していてもよい。要は一方の縁部10aと他方の縁部10bとの周方向における重ね合わせ長さが長くなることで、連結ピン10が縮径可能となるように、縁部10a,10bとが重ね合されていればよい。
また、連結ピン10の直径(外径)Dは、前記孔2hおよび連結孔3hに打ち込むことで挿通可能な大きさであればよいが、縮径可能であるため、孔2hおよび連結孔3hの内径より若干大きめの長さが好ましい。具体的には直径Dは12mm程度が好ましいが、これに限ることはなく、孔2hおよび連結孔3hの内径に応じて適宜設定すればよい。
As shown in FIG. 3, the connection pin 10 is formed in a cylindrical shape, and one edge 10 a along the axial direction radially overlaps the inner circumferential surface of the other edge 10 b. In this case, the outer peripheral surface of one edge 10a and the inner peripheral surface of the other edge 10b may be in contact with each other or may be separated in the radial direction. The point is that the overlapping length of one edge 10a and the other edge 10b in the circumferential direction is long, so that the diameter of the connecting pin 10 can be reduced, and the edges 10a and 10b are overlapped. It should just be.
Further, the diameter (outside diameter) D of the connecting pin 10 may be a size that can be inserted by being driven into the hole 2 h and the connecting hole 3 h, but diameter reduction is possible. Therefore, the diameter 2 h and the connecting hole 3 h A length slightly larger than the inner diameter is preferred. Specifically, the diameter D is preferably about 12 mm, but the diameter D is not limited thereto, and may be appropriately set according to the inner diameter of the hole 2 h and the connection hole 3 h.

このような連結ピン10を孔2hおよび連結孔3hに打ち込んで挿通する場合、予め連結ピン10の直径をやや小さくして(縮径して)、締結バンドにて締結し、孔2hおよび連結孔3hに挿入後、締結バンドを切断することでばねのように広がる力(弾性復帰力)を利用して拡径することで孔2hおよび連結孔3hに固定すればよい。結束バンドによる結束位置は連結ピン10の先端部が好ましいが、基端部でもよいし、その他の部位でもよい。また、結束バンドに代えて、工具を用いて連結ピン10の先端部のみ縮径し、当該連結ピンを孔2hおよび連結孔3hに挿通してもよい。
また、連結ピン10の板厚tは、1.6〜4.5mm程度が好ましい。1.6mm未満であると、板厚が薄くなって耐力が低くなりすぎ、連結ピン10として性能を発揮できないからであり、4.5mmを超えると連結ピン10の内部の中空部がほぼ無くなり、加工が困難になるとともに、縮径不能となる虞があるからである。
When such a connection pin 10 is inserted into the hole 2 h and the connection hole 3 h by inserting it, the diameter of the connection pin 10 is slightly reduced in advance (the diameter is reduced), and fastening is performed with a fastening band. After inserting into 3h, the fastening band may be cut to expand the diameter using a force (elastic return force) that spreads like a spring to fix the hole 2h and the connection hole 3h. The binding position by the binding band is preferably the distal end portion of the connection pin 10, but may be a proximal end portion or another portion. Further, instead of the binding band, only the tip end portion of the connection pin 10 may be reduced in diameter using a tool, and the connection pin may be inserted into the hole 2 h and the connection hole 3 h.
Moreover, as for the board thickness t of the connection pin 10, about 1.6-4.5 mm is preferable. If the thickness is less than 1.6 mm, the plate thickness is too thin and the proof strength is too low, and the performance as the connection pin 10 can not be exhibited. If it exceeds 4.5 mm, the hollow portion inside the connection pin 10 almost disappears. While processing becomes difficult, diameter reduction may not be possible.

このような連結ピン10は基本的に筒状で、かつ縮径可能であれば、円筒状、長円筒状あるいは楕円筒状であってもよいし、多角形筒状であってもよい。
円筒状の連結ピン10を製造するには以下のような方法が挙げられるがこれに限ることはない。
例えば、薄板鋼板にロール成形を施すことによって、円筒状の円筒体を形成し、この円筒体の軸方向に沿う一方の縁部を他方の縁部の内周側に挿入して一方の縁部と他方の縁部とを径方向に重ね合わせ、さらに、所定長さに切断することによって、連結ピンを製造してもよいし、薄板鋼板にプレス成形を施すことによって、断面円弧状の円筒体を形成し、この円筒体の軸方向に沿う一方の縁部を他方の縁部の内周側に挿入して一方の縁部と他方の縁部とを径方向に重ね合わせ、さらに、所定長さに切断することによって、連結ピンを製造してもよいし、円形鋼管を軸方向に切断し、軸方向に沿う一方の縁部を他方の縁部の内周側に挿入して一方の縁部と他方の縁部とを径方向に重ね合わせ、さらに、所定長さに切断することによって、連結ピンを製造してもよい。
Such a connecting pin 10 is basically cylindrical, and as long as the diameter can be reduced, it may be cylindrical, elongated cylindrical or elliptical cylindrical, or polygonal cylindrical.
The following method can be mentioned to manufacture the cylindrical connection pin 10, but it is not limited thereto.
For example, a thin cylindrical steel sheet is subjected to roll forming to form a cylindrical cylindrical body, and one edge along the axial direction of the cylindrical body is inserted into the inner peripheral side of the other edge to form one edge The connecting pin may be manufactured by overlapping the other and the other edge in the radial direction and further cutting into a predetermined length, or by subjecting the thin steel plate to press forming, a cylindrical body with an arc-shaped cross section And insert one edge along the axial direction of this cylindrical body on the inner peripheral side of the other edge so that one edge and the other edge are overlapped in the radial direction, and further, a predetermined length The connection pin may be manufactured by cutting in a square shape, or the circular steel pipe may be cut in the axial direction, and one edge along the axial direction is inserted on the inner peripheral side of the other edge to make one edge By overlapping the part and the other edge in the radial direction, and further cutting into a predetermined length, It may be produced.

このような連結ピン10によって、連結金具3に横架材2の端部を連結した連結構造では、例えば図5に模式的に示すように、横架材2に地震力等の外力Fが上方から作用すると、横架材2は下方に移動するが、この横架材2は連結ピン10によって連結金具3に連結されている。このため、連結金具3が止着材4によって固定されている構造材1が破断する前に、連結ピン10が下方に円弧状に撓むように変形する。連結ピン10は従来の中実なドリフトピンに比して、初期耐力、剛性が小さくなっているとともに、縮径可能であるので、変形が進むと縮径して剛性がさらに低下する。したがって、連結ピン10の変形が誘発され、連結金具3の剛体回転を抑制するとともに、連結金具3およびこの連結金具3を構造材1に接合している接合部(連結金具3の固定部3b、この固定部3bを構造材1に固定している止着材4および止着材4が打ち込まれている構造材1の側面部分)の応力集中を緩和し、構造材1の早期破断を防止する。   In a connection structure in which the end of the horizontal member 2 is connected to the connection fitting 3 by such a connecting pin 10, for example, as schematically shown in FIG. , The horizontal member 2 moves downward, and the horizontal member 2 is connected to the connection fitting 3 by the connection pin 10. For this reason, before the structural member 1 to which the connection fitting 3 is fixed by the fastening member 4 is broken, the connection pin 10 is deformed so as to be bent downward in an arc shape. The connecting pin 10 is smaller in initial resistance and rigidity and smaller in diameter as compared with the conventional solid drift pin, and therefore, as the deformation progresses, the diameter is reduced and the rigidity is further reduced. Therefore, deformation of the connection pin 10 is induced, and rigid body rotation of the connection fitting 3 is suppressed, and the connection fitting 3 and a joint portion joining the connection fitting 3 to the structural member 1 (the fixing portion 3 b of the connection fitting 3, The stress concentration of the fastening member 4 fixing the fixing portion 3b to the structural member 1 and the side surface portion of the structural material 1 in which the fastening member 4 is driven is alleviated, and the early breakage of the structural member 1 is prevented. .

以上のように本実施の形態によれば、連結金具3に設けられた連結孔3hと横架材2の端部に設けられた孔2hとを重ね合わせ、これら連結孔3hと孔2hとに連結ピン10を挿通することによって、木質の構造材1に固定されている連結金具3に軽量H形鋼で形成された横架材2の端部を連結できる。
そして、連結ピン10は筒状に形成され、軸方向に沿う一方の縁部10aが他方の縁部10bの内周面と径方向において重なっているので、従来の連結ピンに比して変形し易くなり、変形が進むと縮径して剛性がさらに低下する。したがって、連結ピン10の変形が誘発されることで、連結ピン10の塑性化が先行し、連結金具3およびこの連結金具3を構造材1に接合している接合部の応力集中を緩和し、構造材1の早期破断を防止できる。
As described above, according to the present embodiment, the connection hole 3h provided in the connection fitting 3 and the hole 2h provided at the end of the cross member 2 are overlapped, and the connection hole 3h and the hole 2h are formed. By inserting the connecting pin 10, the end of the cross member 2 formed of lightweight H-shaped steel can be connected to the connecting fitting 3 fixed to the structural member 1 made of wood.
And since the connecting pin 10 is formed in a cylindrical shape and one edge 10a along the axial direction overlaps the inner peripheral surface of the other edge 10b in the radial direction, it is deformed compared to the conventional connecting pin As the deformation progresses, the diameter is reduced and the rigidity is further reduced. Therefore, the deformation of the connection pin 10 is induced, so that the plasticization of the connection pin 10 precedes, and the stress concentration in the connection fitting 3 and the joint portion connecting the connection fitting 3 to the structural member 1 is relaxed. It is possible to prevent early breakage of the structural member 1.

なお、本実施の形態では、連結金具3は2枚の連結板3a,3aを備えていたが、連結板3aは図6に示すように、1枚であってもよい。この場合、固定板3bの幅方向中央部寄りに連結板3aが設けられ、固定板3bはその側部側2か所で止着材4,4によって構造材1の側面1aに固定されている。また、連結板3aは、その連結孔3hがウエブ2bの孔2hと同軸となるように重ねられて、横架材2のウエブ2bに当接されている。そして、連結孔3hと孔2hとに連結ピン10が挿通されている。   In the present embodiment, the connection fitting 3 includes the two connection plates 3a and 3a. However, as shown in FIG. 6, the connection plate 3a may be one. In this case, the connection plate 3a is provided near the center in the width direction of the fixing plate 3b, and the fixing plate 3b is fixed to the side surface 1a of the structural material 1 by the fastening members 4 at two side portions thereof. . Further, the connecting plate 3a is stacked such that the connecting hole 3h is coaxial with the hole 2h of the web 2b, and is in contact with the web 2b of the cross member 2. The connection pin 10 is inserted through the connection hole 3 h and the hole 2 h.

図7および図8は、連結ピンの第1変形例を示すもので、図7は斜視図、図8は側面図である。
第1変形例における連結ピン11は、軸方向において先細りする形状となっている。すなわち、連結ピン11は、長方形状の板材(例えば鋼板)を略円筒状に曲げ加工することによって形成されており、連結ピン11の軸方向に沿う一方の縁部11aと他方の縁部11bとの重ね合わせ長さを連結ピン11の基端部から先端部(図7において左端部から右端部)に向けて次第に長くすることによって、軸方向全体において先細りする先細り部11cを有するものとなっている。また、台形板状の板材(例えば鋼板)を略円筒状に曲げ加工し、連結ピンの軸方向に沿う一方の縁部と他方の縁部との重ね合わせ長さを等しくしても、軸方向において先細りする形状の連結ピンを形成できる。
先細り部11cの先端部、つまり連結ピン11の先端部の直径(外径)は、前記連結孔3hおよび孔2hの内径より若干小さくすることが好ましい。
7 and 8 show a first modification of the connecting pin, and FIG. 7 is a perspective view and FIG. 8 is a side view.
The connection pin 11 in the first modification has a tapered shape in the axial direction. That is, the connection pin 11 is formed by bending a rectangular plate (for example, a steel plate) into a substantially cylindrical shape, and one edge 11 a and the other edge 11 b along the axial direction of the connection pin 11. Is gradually extended from the proximal end of the connecting pin 11 to the distal end (from the left end to the right end in FIG. 7), thereby providing a tapered portion 11c that tapers in the entire axial direction. There is. Further, even if a trapezoidal plate material (for example, a steel plate) is bent into a substantially cylindrical shape and the overlapping length of one edge and the other edge along the axial direction of the connecting pin are equal, the axial direction Can form a connecting pin with a tapered shape.
The diameter (outer diameter) of the tip of the tapered portion 11c, that is, the tip of the connection pin 11, is preferably slightly smaller than the inner diameter of the connection hole 3h and the hole 2h.

第1変形例の連結ピン11によれば、先細り部11cの細い方、つまり連結ピン11の先端部から前記連結孔3hと孔2hとに挿通することによって、連結ピン11を容易に挿通できる。
なお、連結ピン11は、その軸方向全体に先細り部11cを有するが、先細り部は、軸方向の少なくとも一部に有すればよい。その場合、先細り部は連結ピン11の先端部側に有するのが好ましい。
According to the connection pin 11 of the first modified example, the connection pin 11 can be easily inserted by inserting it into the connection hole 3 h and the hole 2 h from the narrow side of the tapered portion 11 c, that is, the tip of the connection pin 11.
In addition, although the connection pin 11 has the taper part 11c in the whole axial direction, the taper part should just have at least one part of an axial direction. In that case, it is preferable to have the tapered portion on the tip end side of the connection pin 11.

図9は、連結ピンの第2変形例を示す要部の斜視図である。
第2変形例の連結ピン12は、先端部に軸方向に延在する切欠き部12aが周方向に所定間隔で複数形成されており、周方向に隣り合う切欠き部12a,12aの間に片部12bが設けられている。
第2変形例の連結ピン12によれば、その先端部から前記連結孔3hと孔2hに挿通することによって、隣り合う切欠き部12a,12aの間にある片部12bが径方向内側に撓むようにして端部が縮径するので、連結ピン12を容易に挿通できる。
FIG. 9 is a perspective view of the main part showing a second modification of the connecting pin.
The connecting pin 12 of the second modified example is formed with a plurality of notches 12a extending in the axial direction at the tip end at predetermined intervals in the circumferential direction, and between the notches 12a and 12a adjacent in the circumferential direction A piece 12b is provided.
According to the connecting pin 12 of the second modification, the piece 12b between the adjacent notches 12a and 12a is bent radially inward by being inserted into the connecting hole 3h and the hole 2h from the front end thereof Since the diameter of the end portion is reduced, the connecting pin 12 can be easily inserted.

なお、切欠き部12aは、上述した連結ピン11の先端部に設けてもよい。このようにすれば、より一層容易に連結ピン11を連結孔3hと孔2hとに挿通できる。また、切欠き部12aは1個であってもよい。   The notch 12a may be provided at the tip of the connection pin 11 described above. In this way, the connection pin 11 can be more easily inserted into the connection hole 3 h and the hole 2 h. Moreover, the number of the notches 12a may be one.

(第2の実施の形態)
図10および図11は第2の実施の形態の横架材の連結構造を示すもので、図10は平断面図、図11は図10におけるB−B線断面図である。
本実施の形態では、横架材21が軽量H形鋼2と、この軽量H形鋼2のウエブ2bの両側に設けられた木材5,5とで構成されている。木材5,5は軽量H形鋼2の長手方向に延在する断面矩形状のものであり、その上面は軽量H形鋼2の上側のフランジ2aに当接され、下面は下側のフランジ2aに当接されている。
また、連結金具3は、図6に示す連結金具3と同様に、固定板3bと、この固定板3bの幅方向中央部寄りに設けられた連結板3aとを備え、固定板3bはその側部側2か所で止着材4,4によって構造材1の側面1aに固定されている。また、連結板3aは、その連結孔3hがウエブ2bの孔2hと同軸となるように重ねられている。さらに、木材5,5には孔5h,5hが連結孔3hおよび孔2hと同軸に設けられている。
そして、連結孔3h、孔2hおよび孔5h,5hに連結ピン10が挿通されている。
Second Embodiment
FIGS. 10 and 11 show the connecting structure of horizontal members according to the second embodiment, FIG. 10 is a plan sectional view, and FIG. 11 is a sectional view taken along the line B--B in FIG.
In the present embodiment, the horizontal member 21 is composed of the lightweight H-shaped steel 2 and the woods 5 and 5 provided on both sides of the web 2 b of the lightweight H-shaped steel 2. The wood 5, 5 has a rectangular cross section extending in the longitudinal direction of the lightweight H-section steel 2, the upper surface is in contact with the upper flange 2a of the lightweight H-shaped steel 2, and the lower surface is the lower flange 2a. Is in contact with
Further, the connection fitting 3 includes the fixing plate 3b and the connection plate 3a provided closer to the central portion in the width direction of the fixing plate 3b, like the connection fitting 3 shown in FIG. 6, and the fixing plate 3b is on the side It is being fixed to the side 1a of the structural material 1 by the fastening materials 4 and 4 at two places on the part side. The connecting plate 3a is stacked such that the connecting hole 3h is coaxial with the hole 2h of the web 2b. Furthermore, holes 5 h and 5 h are provided in the woods 5 and 5 coaxially with the connection holes 3 h and the holes 2 h.
The connection pin 10 is inserted through the connection hole 3h, the hole 2h and the holes 5h and 5h.

本実施の形態によれば、軽量H形鋼2と木材5とを備えた複合型の横架材21を、連結金具3を介して構造材1に連結できる。なお、第1の実施の形態と同様の効果を得ることができるのは言うまでもない。   According to the present embodiment, the composite-type cross member 21 including the lightweight H-shaped steel 2 and the wood 5 can be connected to the structural member 1 through the connection fitting 3. It goes without saying that the same effect as that of the first embodiment can be obtained.

(第3の実施の形態)
図12〜図14は第3の実施の形態の横架材の連結構造を示すもので、木質の横架材22を連結金具3に連結する方法を説明する側面図、図13は同平断面図、図14は横架材の連結構造を示す平断面図である。なお、本実施の形態において、図1〜図4に示す第1の実施の形態と同一構成には同一符号を付して、その説明を省略ないし簡略化する。
Third Embodiment
FIGS. 12 to 14 show a connecting structure of horizontal members according to the third embodiment, and a side view for explaining a method of connecting a wooden horizontal member 22 to the connection fitting 3. FIG. FIG. 14 is a plan sectional view showing a connection structure of horizontal members. In the present embodiment, the same components as those of the first embodiment shown in FIGS. 1 to 4 are denoted by the same reference numerals, and the description thereof will be omitted or simplified.

本実施の形態では、木質の横架材22が連結金具3に連結されている。横架材22の先端面には、図13に示すように、断面矩形状でかつ横架材22を上下に貫通する切欠部22aが形成されている。また、この切欠部22aの底面には切欠部22aの対向する側面の延長上にスリット22b,22bが形成されている。このスリット22b,22bは連結金具3の連結板3a,3aが挿入されるものである。また、横架材22には一方の側面から他方の側面に向けて貫通する孔22hがスリット22b,22bを横切るようにして設けられている。また、孔22hは横架材22の端部において上下方向に所定間隔で3個設けられている。
また、構造材1の側面1aには連結金具3の固定板3bが当接され、当該固定板3bが構造材1を通しボルト等の止着材4によって固定されている。
In the present embodiment, a wooden horizontal member 22 is connected to the connection fitting 3. As shown in FIG. 13, a notch 22 a which is rectangular in cross section and vertically penetrates the cross member 22 is formed on the front end surface of the cross member 22. Further, slits 22b and 22b are formed on the bottom surface of the cutout 22a on the extension of the opposing side surfaces of the cutout 22a. The slits 22b and 22b are for inserting the connection plates 3a and 3a of the connection fitting 3. Further, a hole 22h penetrating from one side surface to the other side surface of the cross member 22 is provided so as to cross the slits 22b and 22b. Further, three holes 22 h are provided at predetermined intervals in the vertical direction at the end portion of the cross member 22.
Further, the fixing plate 3b of the connection fitting 3 is in contact with the side surface 1a of the structural material 1, and the fixing plate 3b passes through the structural material 1 and is fixed by a fastening material 4 such as a bolt.

構造材1に固定された連結金具3に横架材22を連結する場合、図12および図13に示すように、連結金具3の上方から横架材22を、そのスリット22b,22bに連結金具3の連結板3a,3aが挿入されるようにして、クレーン等によって吊り下ろして行き、当該横架材22の3個の孔22hと、連結板3a,3aの溝部3cおよび2個の連結孔3h,3hとをほぼ同軸に合致させる。この場合、横架材22の最上段の孔22hに連結ピン10を予め挿通しておくことによって、横架材22が吊り下ろされると、当該連結ピンが連結金具3の溝部3c,3cに上方から挿入され、当該溝部3c,3cの底部に嵌まり込む。なお、図12において、連結ピン10にはハッチングを施してある。   When the cross member 22 is connected to the connection fitting 3 fixed to the structural member 1, as shown in FIGS. 12 and 13, the cross member 22 from above the connection fitting 3 is connected to the slits 22b and 22b. Three connection plates 3a and 3a are inserted so as to be suspended by a crane or the like, and the three holes 22h of the cross member 22, the groove portions 3c of the connection plates 3a and 3a, and the two connection holes The 3h and 3h are almost coaxially aligned. In this case, when the cross member 22 is suspended by inserting the connection pin 10 in advance through the hole 22 h of the uppermost step of the cross member 22, the connection pin is positioned above the groove portions 3 c and 3 c of the connection fitting 3. And inserted into the bottoms of the grooves 3c, 3c. In FIG. 12, the connecting pin 10 is hatched.

連結ピン10が溝部3c,3cの底部に嵌まり込むことによって、横架材22が連結金具3に仮支持された状態となるとともに、横架材22の下側の2個の孔22h,22hと、連結板3a,3aの2個の連結孔3h,3hとが重ね合されほぼ同軸に合致する。そして図14に示すように、この重ね合された連結孔3hと孔22hに連結ピン10を打ち込むことによって、当該連結ピンが連結孔3hと孔22hに挿通され、これによって、連結金具3に横架材22の端部が連結されている。   By the connection pin 10 being fitted into the bottom of the groove portions 3c, 3c, the cross member 22 is temporarily supported by the connection fitting 3, and the two lower holes 22h, 22h of the cross member 22 are provided. And the two connection holes 3h, 3h of the connection plates 3a, 3a are overlapped and substantially coaxially aligned. Then, as shown in FIG. 14, the connection pin 10 is inserted into the connection hole 3 h and the hole 22 h by driving the connection pin 10 into the superposed connection hole 3 h and the hole 22 h, thereby transversely to the connection fitting 3. The ends of the support members 22 are connected.

本実施の形態によれば、木質の横架材22を、連結金具3を介して構造材1に連結できる。なお、第1の実施の形態と同様の効果を得ることができるのは言うまでもない。   According to the present embodiment, the wooden horizontal member 22 can be connected to the structural member 1 via the connection fitting 3. It goes without saying that the same effect as that of the first embodiment can be obtained.

なお、図2、図6、図10および図11、図12〜図14にそれぞれ示す横架材の連結構造において、連結ピン10に代えて、図7および図8に示す連結ピン11または図9に示す連結ピン12を使用してもよい。   In the connection structure of horizontal members shown in FIGS. 2, 6, 10 and 11 and 12 to 14, respectively, the connection pin 11 shown in FIGS. 7 and 8 is used instead of the connection pin 10. The connecting pin 12 shown in FIG.

1 構造材
2 横架材(軽量H形鋼)
21,22 横架材
2h,22h 孔
3 連結金具
3h 連結孔
10,11,12 連結ピン
10a 一方の縁部
10b 他方の縁部
11c 先細り部
1 Structural material 2 Horizontal member (lightweight H-shaped steel)
Reference Numerals 21 and 22 Horizontal members 2h and 22h Holes 3 Connection fitting 3h Connection holes 10, 11 and 12 Connection pins 10a One edge 10b The other edge 11c Tapered portion

Claims (5)

構造材に固定されている連結金具に横架材の端部を連結する際に、前記連結金具に設けられた連結孔と前記横架材の端部に設けられた孔とに挿通される連結ピンであって、
筒状に形成され、軸方向に沿う一方の縁部が他方の縁部の内周面と径方向において重なっていることを特徴とする連結ピン。
When connecting an end of a cross member to a connection fitting fixed to a structural member, the connection is inserted through a connection hole provided in the connection fitting and a hole provided in the end of the cross member A pin,
A connecting pin which is formed in a tubular shape and in which one edge along the axial direction overlaps the inner circumferential surface of the other edge in the radial direction.
軸方向の少なくとも一部に、軸方向に先細りとなる先細り部を有することを特徴とする請求項1に記載の連結ピン。   The connecting pin according to claim 1, wherein at least a portion in the axial direction has a tapered portion that tapers in the axial direction. 端部に軸方向に延在する切欠き部が1個または周方向に所定間隔で複数設けられていること特徴とする請求項1または2に記載の連結ピン。   The connecting pin according to claim 1 or 2, wherein one or a plurality of notches extending in the axial direction at the end are provided at predetermined intervals in the circumferential direction. 構造材に固定されている連結金具に横架材の端部を連結した横架材の連結構造であって、
前記連結金具に設けられた連結孔と前記横架材の端部に設けられた孔とに、請求項1〜3のいずれか1項に記載の連結ピンが挿通されていることを特徴とする横架材の連結構造。
A connecting structure of a horizontal member in which an end portion of the horizontal member is connected to a metal fitting fixed to a structural member,
The connection pin according to any one of claims 1 to 3 is inserted through the connection hole provided in the connection fitting and the hole provided at the end of the cross member. Horizontal frame connection structure.
前記横架材が軽量H形鋼であり、この軽量H形鋼のウエブに前記孔が設けられていることを特徴とする請求項4に記載の横架材の連結構造。   5. The connection structure of a cross member according to claim 4, wherein the cross member is a light H-section steel, and the hole is provided in the web of the light H portion steel.
JP2017166578A 2017-08-31 2017-08-31 Connection pin and connection structure of horizontal member Pending JP2019044398A (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005133796A (en) * 2003-10-29 2005-05-26 Yazaki Ind Chem Co Ltd Pipe fitting
JP2006022614A (en) * 2004-07-09 2006-01-26 Nojima Kakusei Seisakusho:Kk Connecting pin for wooden building
JP2010095968A (en) * 2008-10-20 2010-04-30 Sumitomo Metal Ind Ltd Joint structure and joint hardware for wooden framework

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005133796A (en) * 2003-10-29 2005-05-26 Yazaki Ind Chem Co Ltd Pipe fitting
JP2006022614A (en) * 2004-07-09 2006-01-26 Nojima Kakusei Seisakusho:Kk Connecting pin for wooden building
JP2010095968A (en) * 2008-10-20 2010-04-30 Sumitomo Metal Ind Ltd Joint structure and joint hardware for wooden framework

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