JP7654722B2 - Reinforcement structure and joint reinforcement for wooden structural members - Google Patents
Reinforcement structure and joint reinforcement for wooden structural members Download PDFInfo
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Description
本発明は、木造建築物の木質構造材と被接合構造材とをドリフトピン及び接合金物を用いて接合する接合補強構造及び接合補強具に関するものである。 The present invention relates to a joint reinforcement structure and joint reinforcement device that uses drift pins and joint metal fittings to join wooden structural members and joined structural members of wooden buildings.
従来、木造建築物の柱、間柱、束等の垂直材、梁、桁等の横架材、筋交い、火打ち等の斜材、補強材等の木質構造材と、この木質構造材と同様な木質系構造材や鋼構造の鉄骨構造材、鉄筋コンクリート構造の構造材等の木質系以外の各種の被接合構造材とをドリフトピン及び接合金物を用いて接合する接合構造が知られている。 Conventionally, there are known joining structures that use drift pins and joining hardware to join wooden structural members, such as vertical members such as pillars, studs, and beams in wooden buildings, horizontal members such as beams and girders, diagonal members such as braces and firestops, and reinforcing members, to various non-wood-based joined structural members, such as similar wooden structural members, steel structural members in steel structures, and structural members in reinforced concrete structures.
しかしながら上記従来構造の場合、例えば、上記木質構造材に接合金物をドリフトピンを用いて固定し、被接合構造材にも接合金物を固定し、木質構造材側の接合金物と被接合構造材側の接合金物とを締結具により連結し、木質構造材と被接合構造材とを両接続金物を介して接合するようにしたり、あるいは、被接合構造材側には接合金物を用いず、木質構造材の接合金物を被接合構造材に直接接合したりすることになり、この際、これら木質構造材と被接合構造材との接合部分に大きな引張荷重及び圧縮荷重が加わると、上記接合金物の両端部から突出しているドリフトピンの突出部分が木質構造材の長手方向に折れ曲がり、ドリフトピンの突出部分の折れ曲がり変形により木質構造材を内部から押し広げる力が発生し、この過大な押広力により木質構造材がその木口から二つに分離する割裂現象が生ずることがあり、割裂現象の発生により木質構造材及び被接合構造材間の接合強度が著しく低下することがあるという不都合を有している。 However, in the case of the above-mentioned conventional structure, for example, the connecting metal is fixed to the wooden structural member using a drift pin, and the connecting metal is also fixed to the joined structural member, and the connecting metal on the wooden structural member side and the connecting metal on the joined structural member side are connected with a fastener, and the wooden structural member and the joined structural member are joined via both connecting metals, or no connecting metal is used on the joined structural member side, and the connecting metal of the wooden structural member is directly joined to the joined structural member. In this case, the connection between the wooden structural member and the joined structural member is When a large tensile or compressive load is applied to the joint, the protruding parts of the drift pins that protrude from both ends of the joint metal bend in the longitudinal direction of the wooden structural material, and the bending deformation of the protruding parts of the drift pins generates a force that pushes the wooden structural material apart from the inside. This excessive pushing force can cause the wooden structural material to split into two at its end, resulting in a splitting phenomenon, which can cause a significant decrease in the joint strength between the wooden structural material and the structural material being joined.
本発明はこのような不都合を解決することを目的とするもので、本発明のうちで、請求項1記載の発明は、木造建築物の木質構造材と被接合構造材とをドリフトピン及び接合金物を用いて接合する接合構造において、上記ドリフトピンは上記木質構造材の長手方向に対して直交状に配置され、該木質構造材の外周面に枠部材が嵌着され、該枠部材は該木質構造材の木口面に近接する位置に嵌着され、該枠部材は該木質構造材の外周面に構造用ビスにより止着され、該構造用ビスは該木質構造材の木口面に近接する位置のドリフトピンの軸方向に対して直交状に配置されてなり、上記構造用ビスは上記ドリフトピンの折れ曲がり変形により生ずる上記木質構造材の木口面からの割裂を抑制可能な長さ寸法に形成され、該構造用ビスは複数個配置され、該複数個の構造用ビスのうち、少なくとも2個の構造用ビスは互いに反対方向からねじ込まれていることを特徴とする木質構造材の接合補強構造にある。 The present invention aims to solve such inconveniences, and among the present invention, the invention described in claim 1 relates to a joint reinforcement structure for wooden structural materials, in which a wooden structural material of a wooden building is joined to a structural material to be joined using a drift pin and a joining metal fitting, the drift pin is arranged perpendicular to the longitudinal direction of the wooden structural material, a frame member is fitted onto the outer peripheral surface of the wooden structural material, the frame member is fitted into a position close to the end surface of the wooden structural material, and the frame member is fastened to the outer peripheral surface of the wooden structural material by a structural screw , the structural screw is arranged perpendicular to the axial direction of the drift pin in a position close to the end surface of the wooden structural material, the structural screw is formed to a length dimension capable of suppressing cracking from the end surface of the wooden structural material caused by bending deformation of the drift pin, a plurality of the structural screws are arranged, and of the plurality of structural screws, at least two structural screws are screwed in from opposite directions to each other .
又、請求項2記載の発明は、上記木質構造材は四角柱状に形成され、上記枠部材は該木質構造材の外周面としての4個の木端面を囲む四角枠状に形成されていることを特徴とするものであり、又、請求項3記載の発明は、上記木質構造材は四角柱状に形成され、上記枠部材は該木質構造材の外周面としての4個の木端面のうちの3個の木端面を囲むコ字枠状に形成されていることを特徴とするものである。 The invention described in claim 2 is characterized in that the wooden structural material is formed in a square prism shape, and the frame member is formed in a square frame shape that surrounds the four end faces of the wooden structural material as the outer periphery, and the invention described in claim 3 is characterized in that the wooden structural material is formed in a square prism shape, and the frame member is formed in a U-shaped frame shape that surrounds three of the four end faces of the wooden structural material as the outer periphery.
又、請求項4記載の発明は、上記枠部材は金属製であることを特徴とするものであり、又、請求項5記載の発明は、上記枠部材は合成樹脂製であることを特徴とするものであり、又、請求項6記載の発明は、上記構造用ビスは頭部を除く軸部の全周部が雄ネジとなっている全ネジ構造であることを特徴とするものである。 The invention described in claim 4 is characterized in that the frame member is made of metal, the invention described in claim 5 is characterized in that the frame member is made of synthetic resin, and the invention described in claim 6 is characterized in that the structural screw has a fully threaded structure in which the entire circumference of the shaft except for the head is a male thread.
又、請求項7記載の発明は、木造建築物の木質構造材と被接合構造材とをドリフトピン及び接合金物を用いて接合するための接合具において、上記ドリフトピンは上記木質構造材の長手方向に対して直交状に配置され、該木質構造材の外周面に嵌着される枠部材と、該枠部材を該木質構造材の外周面に止着する構造用ビスとからなり、上記枠部材は該木質構造材の木口面に近接する位置に嵌着され、上記構造用ビスは該木質構造材の木口面に近接する位置のドリフトピンの軸方向に対して直交状に配置され、該構造用ビスは上記ドリフトピンの折れ曲がり変形により生ずる上記木質構造材の木口面からの割裂を抑制可能な長さ寸法に形成され、該構造用ビスは複数個配置され、該複数個の構造用ビスのうち、少なくとも2個の構造用ビスは互いに反対方向からねじ込まれていることを特徴とする木質構造材の接合補強具にある。 The invention described in claim 7 relates to a joining device for joining wooden structural materials and joined structural materials of a wooden building using drift pins and joining metal fittings, characterized in that the drift pins are arranged perpendicular to the longitudinal direction of the wooden structural material, and the device comprises a frame member fitted onto the outer peripheral surface of the wooden structural material and structural screws for fastening the frame member to the outer peripheral surface of the wooden structural material, the frame member is fitted into a position close to the end surface of the wooden structural material, the structural screws are arranged perpendicular to the axial direction of the drift pins in a position close to the end surface of the wooden structural material, the structural screws are formed to a length dimension capable of suppressing cracking from the end surface of the wooden structural material caused by bending deformation of the drift pin, and a plurality of the structural screws are arranged, and at least two of the plurality of structural screws are screwed in from opposite directions to each other .
本発明は上述の如く、請求項1及び請求項7記載の発明にあっては、木造建築物の木質構造材と被接合構造材とをドリフトピン及び接合金物を用いて接合する接合構造において、上記ドリフトピンは上記木質構造材の長手方向に対して直交状に配置され、木質構造材の外周面に枠部材が嵌着され、枠部材は木質構造材の木口面に近接する位置に嵌着され、枠部材は木質構造材の外周面に構造用ビスにより止着され、構造用ビスは木質構造材の木口面に近接する位置のドリフトピンの軸方向に対して直交状に配置され、上記構造用ビスは上記ドリフトピンの折れ曲がり変形により生ずる上記木質構造材の木口面からの割裂を抑制可能な長さ寸法に形成されていることになり、したがって、木質構造材の外周面に嵌着された枠部材により木質構造材の割裂を抑制することができ、かつ、枠部材は木質構造材の木口面に近接する位置に嵌着されているから、割裂が開始する木質構造材の木口面からの割裂を確実に抑制することができ、さらに、上記枠部材は木質構造材の外周面に構造用ビスにより止着されているので、上記木質構造材に対する枠部材の位置ずれを防ぐことができ、木質構造材の外周面を確実に拘束することができ、加えて、構造用ビスは木質構造材の木口面に近接する位置のドリフトピンの軸方向に対して直交状に配置されていることにより、木質構造材の割裂方向の外周面と枠部材の内面とのクリアランスを可及的に少なく維持することができ、それだけ、木質構造材の外周面を確実に拘束することができ、木質構造材の割裂破壊を抑制することができ、ひいては、木質構造材と被接合構造材との接合強度を維持することができ、それだけ、建築設計構造の簡素化及び融通性を高めることができ、かつ、上記構造用ビスは複数個配置され、複数個の構造用ビスのうち、少なくとも2個の構造用ビスは互いに反対方向からねじ込まれているから、木質構造材の割裂方向の互いに対向位置する各外周面と枠部材の内面とのクリアランスを可及的に少なく維持することができ、木質構造材の外周面と枠部材の内面との隙間によるガタや緩み現象を抑制することができ、それだけ、木質構造材の外周面を確実に拘束することができ、木質構造材の割裂破壊を抑制することができ、ひいては、木質構造材に加わる引張荷重、圧縮荷重及び曲げ荷重に対する接合強度を向上することができ、木質構造材と被接合構造材との接合強度を維持することができ、それだけ、建築設計構造の簡素化及び融通性を高めることもできる。 As described above, in the inventions of claims 1 and 7 , in a joining structure for joining wooden structural members of a wooden building to structural members to be joined using drift pins and joining metal fittings, the drift pins are arranged perpendicular to the longitudinal direction of the wooden structural members, a frame member is fitted to the outer peripheral surface of the wooden structural members, the frame member is fitted to a position adjacent to the end surface of the wooden structural members, the frame member is fastened to the outer peripheral surface of the wooden structural members by structural screws, the structural screws are arranged perpendicular to the axial direction of the drift pins at a position adjacent to the end surface of the wooden structural members , and the structural screws are used to prevent bending deformation of the drift pins. The frame members are formed to have a length dimension that can prevent cracking from the end surface of the wooden structural material , and therefore cracking of the wooden structural material can be prevented by the frame members fitted to the outer peripheral surface of the wooden structural material, and because the frame members are fitted to a position close to the end surface of the wooden structural material, cracking from the end surface of the wooden structural material, where cracking begins, can be reliably prevented. Furthermore, because the frame members are fastened to the outer peripheral surface of the wooden structural material with structural screws, it is possible to prevent the frame members from shifting in position relative to the wooden structural material and reliably restrain the outer peripheral surface of the wooden structural material. In addition, the structural screws are fastened to the outer peripheral surface of the wooden structural material. By arranging the drift pins perpendicular to the axial direction of the drift pins located close to the end grain surface, the clearance between the outer peripheral surface of the wooden structural material in the splitting direction and the inner surface of the frame member can be kept as small as possible, and the outer peripheral surface of the wooden structural material can be securely restrained, and splitting failure of the wooden structural material can be suppressed. In addition, the joining strength between the wooden structural material and the joined structural material can be maintained, and the architectural design and construction can be simplified and made more flexible . Furthermore, a plurality of the structural screws are arranged, and at least two of the plurality of structural screws are screwed in from opposite directions. This makes it possible to keep the clearance as small as possible between the opposing outer surfaces of the wooden structural materials in the splitting direction and the inner surface of the frame members, thereby suppressing rattling and loosening due to gaps between the outer surfaces of the wooden structural materials and the inner surfaces of the frame members. This in turn makes it possible to reliably restrain the outer surfaces of the wooden structural materials and suppress splitting failure of the wooden structural materials. As a result, it is possible to improve the joining strength against tensile loads, compressive loads and bending loads applied to the wooden structural materials, and maintain the joining strength between the wooden structural materials and the structural materials to be joined, thereby simplifying and enhancing the versatility of architectural design and construction .
又、請求項2記載の発明にあっては、上記木質構造材は四角柱状に形成され、上記枠部材は木質構造材の外周面としての4個の木端面を囲む四角枠状に形成されているから、木質構造材の4個の木端面からなる外周面をすべて取り囲むことができ、木質構造材の外周面を確実に拘束することができ、木質構造材の割裂破壊を確実に抑制することができる。 In addition, in the invention described in claim 2, the wooden structural material is formed in a square prism shape, and the frame member is formed in a square frame shape that surrounds the four end faces of the wooden structural material, which constitute the outer periphery of the wooden structural material. This means that the entire outer periphery consisting of the four end faces of the wooden structural material can be surrounded, the outer periphery of the wooden structural material can be securely restrained, and splitting failure of the wooden structural material can be reliably suppressed.
又、請求項3記載の発明にあっては、上記木質構造材は四角柱状に形成され、上記枠部材は木質構造材の外周面としての4個の木端面のうちの3個の木端面を囲むコ字枠状に形成されているから、木質構造材の割裂破壊を抑制することができ、ひいては、木質構造材と被接合構造材との接合強度を維持することができ、それだけ、建築設計構造の簡素化及び融通性を高めることができる。 In addition, in the invention described in claim 3, the wooden structural material is formed in a square prism shape, and the frame member is formed in a U-shaped frame shape that surrounds three of the four end faces of the wooden structural material, which is the outer peripheral surface of the wooden structural material. This makes it possible to suppress cracking and fracture of the wooden structural material, and ultimately to maintain the joint strength between the wooden structural material and the structural material to be joined, thereby simplifying and increasing the versatility of architectural design and construction.
又、請求項4記載の発明にあっては、上記枠部材は金属製であるから、木質構造材の外周面を経年に亘り拘束維持することができ、木質構造材の使用の耐久性を向上することができ、又、請求項5記載の発明にあっては、上記枠部材は合成樹脂製であるから、枠部材を量産することができ、かつ、木質構造材の外周面を経年に亘り拘束維持することができ、木質構造材の使用の耐久性を向上することができる。 In addition, in the invention described in claim 4, the frame member is made of metal, so the outer peripheral surface of the wooden structural material can be restrained and maintained over time, improving the durability of the wooden structural material when used.In addition, in the invention described in claim 5, the frame member is made of synthetic resin, so the frame member can be mass-produced and the outer peripheral surface of the wooden structural material can be restrained and maintained over time, improving the durability of the wooden structural material when used.
又、請求項6記載の発明にあっては、上記構造用ビスは頭部を除く軸部の全周部が雄ネジとなっている全ネジ構造であるから、木質構造材と枠部材との接合強度を向上することができ、かつ、電動工具等のビットの回転により構造用ビスを木質構造材に下穴を開けずに直接ねじ込むことができ、一層、現場作業性を向上することができる。 In addition, in the invention described in claim 6 , the structural screws have a fully threaded structure in which the entire circumference of the shaft excluding the head is a male thread, thereby improving the joining strength between the wooden structural material and the frame member. In addition, the structural screws can be directly screwed into the wooden structural material by rotating a bit of an electric tool or the like without drilling pilot holes, further improving on-site workability.
図1乃至図21は本発明の実施の形態例であって、図1乃至図9は実施の第一形態例、図10及び図11は実施の第二形態例、図12乃至図16は実施の第三形態例、図17乃至図21は実施の第四形態例である。 Figures 1 to 21 show examples of embodiments of the present invention, with Figures 1 to 9 showing a first embodiment, Figures 10 and 11 showing a second embodiment, Figures 12 to 16 showing a third embodiment, and Figures 17 to 21 showing a fourth embodiment.
図1乃至図9の実施の第一形態例にあっては、木造建築物の木質構造材W・Wと被接合構造材Mとを金属製のドリフトピンDP及び接合金物JW・JWを用いて接合する接合構造において、図1、図2、図5、図7、図8、図9の如く、上記ドリフトピンDPは上記木質構造材W・Wの長手方向WLに対して直交状に配置され、木質構造材W・Wの外周面に枠部材F・Fが嵌着され、この場合、図7の如く、枠部材Fの対向面に二対の通穴F1が計4個形成され、枠部材F・Fは木質構造材W・Wの木口面WK・WKに近接する位置に嵌着され、枠部材F・Fは木質構造材W・Wの外周面に構造用ビスBにより止着され、この場合、図2、図4の如く、構造用ビスBをいずれかの通穴F1に貫通して木質構造材W・Wの外周面に止着され、かつ、構造用ビスBは木質構造材W・Wの木口面WK・WKに近接する位置のドリフトピンDPの軸方向DPOに対して直交状に配置され、上記構造用ビスBは上記ドリフトピンDPの折れ曲がり変形により生ずる上記木質構造材W・Wの木口面WK・WKからの割裂を抑制可能な長さ寸法に形成され、すなわち、この場合、図1、図2の如く、ドリフトピンDPは複数個配置されているから、ここでいう「木口面WK・WKに近接する位置のドリフトピンDP」とは、これら複数個のドリフトピンDP・・のうち最も木口面WK・WKに近接する位置のドリフトピンDPNを指すことになる。 In the first embodiment shown in Figs. 1 to 9, in a joining structure in which wooden structural members W and W of a wooden building are joined to structural members M to be joined using metal drift pins DP and joining metal fittings JW and JW, as shown in Figs. 1, 2, 5, 7, 8 and 9 , the drift pins DP are arranged perpendicular to the longitudinal direction WL of the wooden structural members W and W, and frame members F and F are fitted to the outer peripheral surfaces of the wooden structural members W and W. In this case, as shown in Fig. 7, two pairs of through holes F1 are formed on the opposing surfaces of the frame member F for a total of four, and the frame members F and F are fitted to positions adjacent to the ends WK and WK of the wooden structural members W and W. The frame members F and F are fastened to the outer peripheral surfaces of the wooden structural members W and W by structural screws B, and in this case, as shown in Figs. 2 and 4, the structural screws B are inserted into any of the through holes F. 1 and is attached to the outer peripheral surface of the wooden structural material W.W, and the structural screw B is arranged perpendicular to the axial direction DP0 of the drift pin DP located close to the end faces WK.WK of the wooden structural material W.W, and the structural screw B is formed with a length dimension capable of suppressing splitting at the end faces WK.WK of the wooden structural material W.W caused by bending deformation of the drift pin DP. In other words, in this case, since a plurality of drift pins DP are arranged as shown in Figures 1 and 2, the "drift pin DP located close to the end faces WK.WK" here refers to the drift pin DPN located closest to the end faces WK.WK of the plurality of drift pins DP.
ここで、上記木質構造材Wとしては、例えば、木造建築物の柱、間柱、束等の垂直材V、梁、桁等の横架材、筋交い、火打ち等の斜材I、あるいは、補強材に用いられ、また、上記被接合構造材Mとしては、木質構造材Wと同様な木質系構造材や鋼構造の鉄骨構造材、鉄筋コンクリート構造の構造材等の木質系以外の各種の被接合構造材Mに用いられる。 The wooden structural members W are used, for example, as vertical members V such as pillars, studs, and beams in wooden buildings, horizontal members such as beams and girders, diagonal members I such as braces and firestops, or reinforcing members, and the joined structural members M are used as various joined structural members M other than wood-based structural members, such as wooden structural members similar to the wooden structural members W, steel structural members in steel structures, and structural members in reinforced concrete structures.
この場合、図1、図2の如く、木造建築物の垂直材V及び斜材Iとされる2個の木質構造材W・Wと、横架材としての被接合構造材Mとの接合構造に適用されている。 In this case, as shown in Figures 1 and 2, it is applied to the joining structure between two wooden structural members W and W, which serve as the vertical member V and diagonal member I of a wooden building, and the joined structural member M, which serves as a horizontal member.
この場合、図6の如く、上記木質構造材W・W側の接合金物JW・JWは基板部JW1、一対の接合片部JW2・JW2、パイプ金具JW3、連結穴JW4及びドリフトピンDPからなる構造のものが用いられ、パイプ金具JW3は木質構造材Wのパイプ穴WHTに挿通され、一方、図1、図2、図3の如く、被接合構造材Mに接続金具JMが固定され、この被接合構造材M側の接続金具JMは基板部JM1、一対の吊下筒部JM2・JM2、吊下筒部JM2・JM2に連結される連結軸JM5、吊下板部JM3、ピンJM4(この「ピン」には上記ドリフトピンDPと同様なピンも含まれるが、ドリフトピンDPと峻別する意味で単に「ピン」と称している。)、連結穴JM8及びピン穴MHからなる構造のものが用いられ、接合金物JWと接続金具JMとを2個のボルト及びナットからなる2個の締結具C・Cにより連結するように構成している。 In this case, as shown in FIG. 6, the joint metal fittings JW/JW on the wooden structural members W/W side are made up of a base portion JW1 , a pair of joint pieces JW2 / JW2 , a pipe fitting JW3 , a connecting hole JW4 and a drift pin DP. The pipe fitting JW3 is inserted into the pipe hole WH- T of the wooden structural member W. Meanwhile, as shown in FIGS. 1, 2 and 3, a connecting fitting JM is fixed to the joined structural member M. The connecting fitting JM on the joined structural member M side is made up of a base portion JM1 , a pair of suspension cylinder portions JM2 / JM2 , a connecting shaft JM5 connected to the suspension cylinder portions JM2 / JM2 , a suspension plate portion JM3 , a pin JM4, and a (This "pin" includes pins similar to the drift pin DP described above, but is simply called a "pin" to distinguish it from the drift pin DP.) A structure consisting of a connecting hole JM8 and a pin hole MH is used, and the joining hardware JW and the connecting hardware JM are connected by two fasteners C.C., which consist of two bolts and nuts.
又、この場合、図1、図4、図6の如く、上記木質構造材W・W側の2個の各接合金物JW・JWのパイプ金具JW3・JW3には複数個のピン穴PH・・が形成され、上記木質構造材W・Wには複数個のピン穴WH・・が形成され、ピン穴PH・・及びピン穴WH・・に複数個のドリフトピンDP・・を木質構造材W・Wの長手方向WLに対して直交状にして多段状に交互に反対向きに打ち込むように構成している。 In this case, as shown in Figures 1, 4 and 6, a plurality of pin holes PH... are formed in the pipe fittings JW3 /JW3 of the two connecting metal fittings JW/ JW on the wooden structural material W/W side, a plurality of pin holes WH... are formed in the wooden structural material W/W, and a plurality of drift pins DP... are driven into the pin holes PH... and WH... in multiple stages, alternately in opposite directions and perpendicular to the longitudinal direction WL of the wooden structural material W/W.
そして、図2、図8、図9の如く、木質構造材W・Wの木口面WK・WKに近接する位置に枠部材F・Fが嵌着され、複数個のドリフトピンDP・・のうち、木質構造材W・Wの木口面WK・WKに近接する位置のドリフトピンDPNの軸方向DPOに対して直交状にして上記構造用ビスBにより上記枠部材F・Fを木質構造材W・Wの外周面に止着するように構成している。 As shown in Figures 2, 8 and 9, frame members F.F are fitted into a position close to the end faces WK.WK of the wooden structural materials W.W, and the frame members F.F are secured to the outer peripheral surfaces of the wooden structural materials W.W by the structural screws B, so that the axial direction DP0 of the drift pin DP N, which is located close to the end faces WK.WK of the wooden structural materials W.W, is perpendicular to the axial direction DP0 of the drift pin DP N, which is located close to the end faces WK.WK of the wooden structural materials W.W.
又、この場合、図1、図7、図8の如く、上記2個の木質構造材W・Wはそれぞれ四角柱状に形成され、上記枠部材F・Fは木質構造材W・Wの外周面としての4個の木端面WS・・を囲む四角枠状に形成されている。 In this case, as shown in Figures 1, 7, and 8, the two wooden structural members W and W are each formed into a rectangular column shape, and the frame members F and F are formed into a rectangular frame shape that surrounds the four wood end faces WS... that form the outer periphery of the wooden structural members W and W.
又、この場合、上記枠部材Fは鉄鋼、合金鋼、アルミニウム等の金属製となっており、この枠部材Fとして、合成樹脂、繊維強化樹脂等の合成樹脂製とすることもある。 In this case, the frame member F is made of metal such as steel, alloy steel, or aluminum, and may also be made of synthetic resin such as synthetic resin or fiber-reinforced resin.
又、この場合、図7、図8の如く、上記構造用ビスBは2個配置され、2個の構造用ビスB・Bは互いに反対方向からねじ込まれており、又、上記構造用ビスBを複数個配置し、複数個の構造用ビスB・・のうち、少なくとも2個の構造用ビスB・Bは互いに反対方向からねじ込まれるように構成することもある。例えば、木質構造材Wの大きさに応じ、構造用ビスBを4個乃至6個配置し、4個乃至6個の構造用ビスB・・のうち、少なくとも2個の構造用ビスB・Bは互いに反対方向からねじ込まれるように構成することもある。 In this case, as shown in Figures 7 and 8, two structural screws B are arranged, and the two structural screws B.B are screwed in from opposite directions. Alternatively, a plurality of structural screws B may be arranged, and of the plurality of structural screws B..., at least two structural screws B.B are screwed in from opposite directions. For example, depending on the size of the wooden structural material W, four to six structural screws B may be arranged, and of the four to six structural screws B..., at least two structural screws B.B are screwed in from opposite directions.
又、この場合、図7の如く、上記構造用ビスBは頭部B1を除く軸部B2の全周部が雄ネジTとなっている全ネジ構造となっており、頭部B1に図示省略の電動工具等のビットが嵌脱可能な十字溝、六角溝、ヘックス等の溝凹部B3が形成され、電動工具等のビットの回転により構造用ビスB・・を木質構造材Wに下穴を開けずに直接ねじ込める構造とされている。 In this case, as shown in FIG. 7, the structural screw B has a fully threaded structure in which the entire circumference of the shaft B2 , excluding the head B1 , is a male thread T, and the head B1 is formed with a groove recess B3 such as a cross groove, hexagonal groove, hexagon, etc. into which a bit of an electric tool or the like (not shown) can be fitted and removed, so that the structural screw B can be directly screwed into the wooden structural material W by rotating the bit of the electric tool or the like without drilling a pilot hole.
この実施の第一形態例は上記構成であるから、図1、図2、図5、図7、図8、図9の如く、木造建築物の木質構造材W・Wと被接合構造材MとをドリフトピンDP及び接合金物JW・JWを用いて接合する接合構造において、上記ドリフトピンDPは上記木質構造材W・Wの長手方向WLに対して直交状に配置され、木質構造材W・Wの外周面に枠部材F・Fが嵌着され、枠部材F・Fは木質構造材W・Wの木口面WK・WKに近接する位置に嵌着され、枠部材F・Fは木質構造材W・Wの外周面に構造用ビスBにより止着され、構造用ビスBは木質構造材W・Wの木口面WK・WKに近接する位置のドリフトピンDPNの軸方向DPOに対して直交状に配置され、上記構造用ビスBは上記ドリフトピンDPの折れ曲がり変形により生ずる上記木質構造材W・Wの木口面WK・WKからの割裂を抑制可能な長さ寸法に形成されていることになり、したがって、木質構造材W・Wの外周面に嵌着された枠部材F・Fにより木質構造材W・Wの割裂を抑制することができ、かつ、枠部材F・Fは木質構造材W・Wの木口面WK・WKに近接する位置に嵌着されているから、割裂が開始する木質構造材W・Wの木口面WK・WKからの割裂を確実に抑制することができ、さらに、上記枠部材F・Fは木質構造材W・Wの外周面に構造用ビスBにより止着されているので、上記木質構造材W・Wに対する枠部材F・Fの位置ずれを防ぐことができ、木質構造材W・Wの外周面を確実に拘束することができ、加えて、構造用ビスBは木質構造材W・Wの木口面WK・WKに近接する位置のドリフトピンDPNの軸方向DPOに対して直交状に配置されていることにより、木質構造材W・Wの割裂方向CKの外周面と枠部材F・Fの内面とのクリアランスを可及的に少なく維持することができ、それだけ、木質構造材W・Wの外周面を確実に拘束することができ、木質構造材W・Wの割裂破壊を抑制することができ、ひいては、木質構造材W・Wと被接合構造材Mとの接合強度を維持することができ、それだけ、建築設計構造の簡素化及び融通性を高めることができる。 Since this first embodiment has the above-mentioned configuration, as shown in Figures 1, 2, 5, 7, 8 and 9 , in a joining structure in which wooden structural members W and W of a wooden building are joined to joined structural members M using drift pins DP and joining metal fittings JW and JW, the drift pins DP are arranged perpendicular to the longitudinal direction WL of the wooden structural members W and W, frame members F and F are fitted to the outer peripheral surfaces of the wooden structural members W and W, and the frame members F and F are fitted to positions adjacent to the end faces WK and WK of the wooden structural members W and W, and the frame members F and F are fastened to the outer peripheral surfaces of the wooden structural members W and W by structural screws B, and the structural screws B are fastened to the outer peripheral surfaces of the wooden structural members W and W by structural screws B in the axial direction DP of the drift pins DP N at positions adjacent to the end faces WK and WK of the wooden structural members W and W. The structural screws B are arranged perpendicular to the drift pins DP and are formed to have a length dimension capable of suppressing splitting from the end faces WK, WK of the wooden structural materials W, W caused by bending deformation of the drift pins DP. Therefore, splitting of the wooden structural materials W, W can be suppressed by the frame members F, F fitted to the outer peripheral surfaces of the wooden structural materials W, W. Furthermore, since the frame members F, F are fitted to positions adjacent to the end faces WK, WK of the wooden structural materials W, W, splitting from the end faces WK, WK of the wooden structural materials W, W where splitting starts can be reliably suppressed. Furthermore, since the frame members F, F are fastened to the outer peripheral surfaces of the wooden structural materials W, W by the structural screws B, it is possible to prevent the frame members F, F from shifting in position relative to the wooden structural materials W, W, and reliably restrain the outer peripheral surfaces of the wooden structural materials W, W. In addition, the structural screws B are fastened to the drift pins DP at positions adjacent to the end faces WK, WK of the wooden structural materials W, W. By being arranged perpendicular to the axial direction DP0 of the frame members N , the clearance between the outer surface of the wooden structural members W/W in the splitting direction CK and the inner surface of the frame members F/F can be kept as small as possible, which allows the outer surfaces of the wooden structural members W/W to be securely restrained and suppresses splitting failure of the wooden structural members W/W. This in turn allows the joining strength between the wooden structural members W/W and the joined structural members M to be maintained, thereby simplifying and increasing the versatility of the architectural design and structure.
この場合、図1、図7、図8の如く、上記木質構造材W・Wは四角柱状に形成され、上記枠部材F・Fは木質構造材W・Wの外周面としての4個の木端面WS・・を囲む四角枠状に形成されているから、木質構造材W・Wの4個の木端面WS・・からなる外周面をすべて取り囲むことができ、木質構造材W・Wの外周面を確実に拘束することができ、木質構造材W・Wの割裂破壊を確実に抑制することができ、又、この場合、上記枠部材Fは鉄鋼、合金鋼、アルミニウム等の金属製であるから、木質構造材Wの外周面を経年に亘り拘束維持することができ、木質構造材Wの使用の耐久性を向上することができ、又、この場合、上記枠部材Fを合成樹脂製とすることにより、枠部材Fを量産することができ、かつ、木質構造材Wの外周面を経年に亘り拘束維持することができ、木質構造材Wの使用の耐久性を向上することができる。 In this case, as shown in Figs. 1, 7 and 8, the wooden structural members W and W are formed in a rectangular column shape, and the frame members F and F are formed in a rectangular frame shape surrounding the four wood end faces WS... of the wooden structural members W and W, so that the entire outer peripheral surface consisting of the four wood end faces WS... of the wooden structural members W and W can be surrounded, the outer peripheral surface of the wooden structural members W and W can be securely restrained, and the splitting fracture of the wooden structural members W and W can be securely suppressed. In this case, the frame members F are made of metal such as steel, alloy steel, or aluminum, so that the outer peripheral surface of the wooden structural members W can be restrained and maintained over time, and the durability of the wooden structural members W can be improved. In this case, by making the frame members F out of synthetic resin, the frame members F can be mass-produced, and the outer peripheral surface of the wooden structural members W can be restrained and maintained over time, and the durability of the wooden structural members W can be improved.
又、この場合、図7、図8の如く、上記構造用ビスBは2個配置され、2個の構造用ビスB・Bは互いに反対方向からねじ込まれているから、木質構造材W・Wの割裂方向CKの互いに対向位置する各外周面と枠部材F・Fの内面とのクリアランスを可及的に少なく維持することができ、木質構造材W・Wの外周面と枠部材F・Fの内面との隙間によるガタや緩み現象を抑制することができ、それだけ、木質構造材W・Wの外周面を確実に拘束することができ、木質構造材W・Wの割裂破壊を抑制することができ、ひいては、木質構造材W・Wに加わる引張荷重、圧縮荷重及び曲げ荷重に対する接合強度を向上することができ、木質構造材W・Wと被接合構造材Mとの接合強度を維持することができ、それだけ、建築設計構造の簡素化及び融通性を高めることもできる。 In this case, as shown in Figures 7 and 8, two structural screws B are arranged, and the two structural screws B are screwed in from opposite directions. This keeps the clearance between the opposing outer surfaces of the wooden structural members W and W in the splitting direction CK and the inner surface of the frame members F and F as small as possible, suppressing rattling and loosening caused by gaps between the outer surfaces of the wooden structural members W and W and the inner surface of the frame members F and F. This allows the outer surfaces of the wooden structural members W and W to be securely restrained, suppressing splitting failure of the wooden structural members W and W, and ultimately improving the joint strength against tensile, compressive and bending loads applied to the wooden structural members W and W, maintaining the joint strength between the wooden structural members W and W and the joined structural member M, and thus simplifying and enhancing the flexibility of architectural design and construction.
又、この場合、図7の如く、上記構造用ビスBは頭部B1を除く軸部B2の全周部が雄ネジTとなっている全ネジ構造であるから、木質構造材W・Wと枠部材F・Fとの接合強度を向上することができ、かつ、電動工具等のビットの回転により構造用ビスBを枠部材F・Fの通穴F1に貫通して木質構造材W・Wに下穴を開けずに直接ねじ込むことができ、一層、現場作業性を向上することができる。 In this case, as shown in Figure 7, the structural screw B has a fully threaded structure in which the entire circumference of the shaft B2 , excluding the head B1 , is a male thread T, which improves the joining strength between the wooden structural materials W/W and the frame members F/F. In addition, by rotating a bit of an electric tool or the like, the structural screw B can be passed through the through hole F1 of the frame members F/F and directly screwed into the wooden structural materials W/W without drilling pilot holes, further improving on-site workability.
図10及び図11の実施の第二形態例は別例構造を示し、上記第一形態例と同一態様部分に同符号を付して説明すると、この場合、上記第一形態例とは枠部材Fの構造のみが相違しており、すなわち、上記木質構造材Wは四角柱状に形成され、枠部材Fは木質構造材Wの外周面としての4個の木端面WS・・のうちの3個の木端面WS・・を囲むコ字枠状に形成され、コ字枠状の枠部材Fにより木質構造材Wの外周面としての4個の木端面WS・・のうちの割裂方向CKに対向する2個の木端面WST・WSTを拘束するように構成されている。 The second embodiment shown in Figures 10 and 11 shows a different structure, and will be described by assigning the same reference numerals to the same parts as in the first embodiment. In this case, only the structure of the frame member F differs from that of the first embodiment. That is, the wooden structural material W is formed in a rectangular prism shape, the frame member F is formed in a U-shaped frame shape surrounding three end faces WS... of the four end faces WS... that form the outer peripheral surface of the wooden structural material W, and the U-shaped frame member F is configured to restrain two end faces WS -T , WS- T that face the splitting direction CK of the four end faces WS... that form the outer peripheral surface of the wooden structural material W.
この第二形態例にあっても、上記木質構造材Wは四角柱状に形成され、上記枠部材Fは木質構造材Wの外周面としての4個の木端面WS・・のうちの3個の木端面WS・・を囲むコ字枠状に形成されているから、上記コ字枠状の枠部材Fの非拘束部位の開きを防ぐ拘束強度を考慮することにより、木質構造材Wの割裂破壊を抑制することができ、ひいては、木質構造材Wと被接合構造材Mとの接合強度を維持することができ、それだけ、建築設計構造の簡素化及び融通性を高めることができ、上記第一形態例と同様な作用効果を得ることができる。 Even in this second embodiment, the wooden structural material W is formed in a rectangular prism shape, and the frame member F is formed in a U-shaped frame shape that surrounds three of the four wood end faces WS... that form the outer periphery of the wooden structural material W. Therefore, by considering the restraining strength that prevents the opening of the unrestrained parts of the U-shaped frame member F, it is possible to suppress cracking failure of the wooden structural material W, and by extension, to maintain the joining strength between the wooden structural material W and the joined structural material M, which in turn simplifies and increases the versatility of architectural design and structure, and provides the same effects as the first embodiment.
図12乃至図16の実施の第三形態例も別例構造を示し、上記第一形態例と同一態様部分に同符号を付して説明すると、この場合、図12の如く、木造建築物の垂直材Vとされる木質構造材Wと、横架材としての被接合構造材Mとの接合構造に適用されている。 The third embodiment shown in Figures 12 to 16 also shows a different structure, and the same parts as in the first embodiment are given the same reference numerals. In this case, as shown in Figure 12, it is applied to a joining structure between a wooden structural member W, which is a vertical member V of a wooden building, and a joined structural member M, which is a horizontal member.
この場合、図12、図13の如く、上記木質構造材W側の接合金物JWは基板部JW5、接合片部JW6及びドリフトピンDPからなる構造のものが用いられ、この接合片部JW6が挿入される嵌挿溝部WGが木質構造材Wの木口面WKから長手方向WLに延びて形成され、一方、被接合構造材Mは木質構造材W側の接合金物JWの基板部JW5を基板部JM6、2個のボルト及びナットからなる一対の締結具C・Cにより直接連結するように構成している。 In this case, as shown in Figures 12 and 13, the connecting hardware JW on the wooden structural material W side has a structure consisting of a base portion JW5 , a connecting piece portion JW6 and a drift pin DP, and the insertion groove portion WG into which the connecting piece portion JW6 is inserted is formed extending in the longitudinal direction WL from the end face WK of the wooden structural material W, while the joined structural material M is configured so that the base portion JW5 of the connecting hardware JW on the wooden structural material W side is directly connected by a base portion JM6 and a pair of fasteners C.C consisting of two bolts and nuts.
又、この場合、図12、図14の如く、上記木質構造材W側の接合金物JWの接合片部JW6には4個のピン穴PH・・が形成され、上記木質構造材Wには4個のピン穴WH・・が形成され、ピン穴PH・・及びピン穴WH・・に4個のドリフトピンDP・・を打ち込むように構成している。 In this case, as shown in Figures 12 and 14, four pin holes PH... are formed in the joint piece portion JW6 of the joint metal fitting JW on the wooden structural material W side, and four pin holes WH... are formed in the wooden structural material W, and four drift pins DP... are driven into the pin holes PH... and pin holes WH....
そして、上記第一形態例と同様に、図12、図13、図15、図16の如く、木質構造材Wの外周面に枠部材Fが嵌着され、枠部材Fは木質構造材Wの木口面WKに近接する位置に嵌着され、枠部材Fは木質構造材Wの外周面に構造用ビスBにより止着され、構造用ビスBは木質構造材Wの木口面WKに近接する位置のドリフトピンDPの軸方向DPOに対して直交状に配置され、上記構造用ビスBは上記ドリフトピンDPの折れ曲がり変形により生ずる上記木質構造材W・Wの木口面WK・WKからの割裂を抑制可能な長さ寸法に形成され、すなわち、この場合、図12、図13の如く、ドリフトピンDPは4個配置されているから、ここでいう「木口面WKに近接する位置のドリフトピンDP」とは、これら4個のドリフトピンDP・・のうち最も木口面WKに近接する位置に並列する2個のドリフトピンDPN・DPNを指すことになる。 12, 13, 15, and 16, a frame member F is fitted to the outer peripheral surface of a wooden structural material W, the frame member F is fitted to a position adjacent to the end surface WK of the wooden structural material W, the frame member F is fastened to the outer peripheral surface of the wooden structural material W by structural screws B, and the structural screws B are fixed to the outer peripheral surface of the wooden structural material W by the axial direction DP of the drift pin DP located adjacent to the end surface WK of the wooden structural material W. O , and the structural screws B are formed to a length dimension capable of preventing splitting at the end faces WK, WK of the wooden structural materials W, W caused by the bending deformation of the drift pins DP.In other words , in this case, since four drift pins DP are arranged as shown in Figures 12 and 13, the "drift pin DP in a position closest to the end face WK" here refers to the two drift pins DPN , DPN that are arranged side by side at a position closest to the end face WK of these four drift pins DP.
この第三形態例にあっても、図12、図13、図15、図16の如く、木質構造材Wと被接合構造材Mとの接合において、木質構造材Wの外周面に嵌着された枠部材Fにより木質構造材Wの割裂を抑制することができ、かつ、枠部材Fは木質構造材Wの木口面WKに近接する位置に嵌着されているから、割裂が開始する木質構造材Wの木口面WKからの割裂を確実に抑制することができ、さらに、上記枠部材Fは木質構造材Wの外周面に構造用ビスBにより止着されているので、上記木質構造材Wに対する枠部材Fの位置ずれを防ぐことができ、木質構造材Wの外周面を確実に拘束することができ、加えて、構造用ビスBは木質構造材Wの木口面WKに近接する位置のドリフトピンDPNの軸方向DPOに対して直交状に配置され、上記構造用ビスBは上記ドリフトピンDPの折れ曲がり変形により生ずる上記木質構造材W・Wの木口面WK・WKからの割裂を抑制可能な長さ寸法に形成されていることにより、木質構造材Wの割裂方向CKの外周面と枠部材Fの内面とのクリアランスを可及的に少なく維持することができ、それだけ、木質構造材Wの外周面を確実に拘束することができ、木質構造材Wの割裂破壊を抑制することができ、ひいては、木質構造材Wと被接合構造材Mとの接合強度を維持することができ、それだけ、建築設計構造の簡素化及び融通性を高めることができ、上記第一形態例と同様な作用効果を得ることができる。 12, 13 , 15, and 16 , in the joining of the wooden structural material W and the joined structural material M, the frame member F fitted to the outer peripheral surface of the wooden structural material W can suppress cracking of the wooden structural material W, and since the frame member F is fitted to a position adjacent to the end surface WK of the wooden structural material W, cracking from the end surface WK of the wooden structural material W where cracking starts can be reliably suppressed. Furthermore, since the frame member F is fastened to the outer peripheral surface of the wooden structural material W by the structural screws B, it is possible to prevent the frame member F from shifting in position relative to the wooden structural material W, and the outer peripheral surface of the wooden structural material W can be reliably restrained. In addition, the structural screws B are fixed to the outer peripheral surface of the wooden structural material W by the axial direction DP of the drift pin DP N located adjacent to the end surface WK of the wooden structural material W. O , and the structural screws B are formed to a length dimension which is capable of preventing cracking from the end faces WK, WK of the wooden structural materials W, W caused by the bending deformation of the drift pins DP. This makes it possible to keep as small as possible the clearance between the outer peripheral surface of the wooden structural material W in the cracking direction CK and the inner surface of the frame member F. This in turn makes it possible to reliably restrain the outer peripheral surface of the wooden structural material W and prevent cracking failure of the wooden structural material W. It is also possible to maintain the joining strength between the wooden structural material W and the joined structural material M. This in turn makes it possible to simplify and increase the versatility of the architectural design and structure, and to obtain the same effects as the first embodiment described above.
図17乃至図21の実施の第四形態例も別例構造を示し、上記第一形態例と同一態様部分に同符号を付して説明すると、この場合、図17の如く、木造建築物の垂直材V及び斜材Iとされる2個の木質構造材W・Wと、コンクリート基礎としての被接合構造材Mとの接合構造に適用されている。 The fourth embodiment shown in Figures 17 to 21 also shows a different structure, and will be explained by assigning the same reference numerals to the same parts as in the first embodiment. In this case, as shown in Figure 17, it is applied to a joining structure between two wooden structural members W and W, which are vertical members V and diagonal members I of a wooden building, and a joined structural member M, which is a concrete foundation.
この場合、図17、図18の如く、上記2個の木質構造材W・W側の各接合金物JW・JWは、上記第三形態例と同様な基板部JW5、接合片部JW6、斜板部JW7及びドリフトピンDPからなる構造のものが用いられ、この接合片部JW6が挿入される嵌挿溝部WGが木質構造材Wの木口面WKから長手方向WLに延びて形成され、一方、被接合構造材Mは木質構造材W・W側の接合金物JW・JWの基板部JW5を接合枠部JM9、基板部JM7、2個のボルト及びナットからなる一対の締結具C・Cにより直接連結するように構成している。 In this case, as shown in Figures 17 and 18, each of the connecting metal fittings JW/JW on the two wooden structural members W/W has a structure consisting of a base portion JW5 , a connecting piece portion JW6 , an inclined plate portion JW7 and a drift pin DP similar to that of the third embodiment described above, and the insertion groove portion WG into which the connecting piece portion JW6 is inserted is formed extending in the longitudinal direction WL from the end face WK of the wooden structural member W, while the joined structural member M is configured so that the base portion JW5 of the connecting metal fittings JW/ JW on the wooden structural members W/W side is directly connected by a connecting frame portion JM9 , a base portion JM7 and a pair of fasteners C/C consisting of two bolts and nuts.
又、この場合、図17、図19の如く、上記2個の木質構造材W・W側の各接合金物JW・JWの各接合片部JW6・JW6にはそれぞれ4個のピン穴PH・・が形成され、上記木質構造材W・Wにはそれぞれ4個のピン穴WH・・が形成され、ピン穴PH・・及びピン穴WH・・にそれぞれ4個のドリフトピンDP・・を打ち込むように構成している。 In this case, as shown in Figures 17 and 19, four pin holes PH... are formed in each of the joint pieces JW6 /JW6 of the joint metal fittings JW/ JW on the two wooden structural members W/W, and four pin holes WH... are formed in each of the wooden structural members W/W, so that four drift pins DP... are driven into the pin holes PH... and pin holes WH..., respectively.
そして、上記第一形態例と同様に、図17、図18、図20、図21の如く、上記2個の木質構造材W・Wの外周面にそれぞれ枠部材F・Fが嵌着され、各枠部材F・Fは木質構造材W・Wの木口面WK・WKに近接する位置に嵌着され、各枠部材F・Fは木質構造材W・Wの外周面に構造用ビスBにより止着され、構造用ビスBは上記2個の木質構造材W・Wの木口面WK・WKに近接する位置のドリフトピンDPの軸方向DPOに対して直交状に配置され、上記構造用ビスBは上記ドリフトピンDPの折れ曲がり変形により生ずる上記木質構造材W・Wの木口面WK・WKからの割裂を抑制可能な長さ寸法に形成され、すなわち、この場合、図17、図18の如く、2個の木質構造材W・Wには、ドリフトピンDPはそれぞれ4個配置されているから、ここでいう「木口面WK・WKに近接する位置のドリフトピンDP」とは、これら4個のドリフトピンDP・・のうち最も木口面WKに近接する位置に並列する2個のドリフトピンDPN・DPNを指すことになる。 As in the first embodiment, as shown in Figures 17, 18, 20 and 21, frame members F, F are fitted to the outer peripheral surfaces of the two wooden structural members W, W, respectively, and each frame member F, F is fitted to a position adjacent to the end faces WK, WK of the wooden structural members W, W. Each frame member F, F is fastened to the outer peripheral surface of the wooden structural members W, W by a structural screw B, and the structural screw B is fixed to the outer peripheral surface of the wooden structural members W, W by a structural screw B in the axial direction DP of the drift pin DP located adjacent to the end faces WK, WK of the two wooden structural members W, W. O , and the structural screws B are formed to a length dimension capable of preventing splitting at the end faces WK, WK of the wooden structural materials W, W caused by the bending deformation of the drift pins DP. In other words , in this case, as shown in Figures 17 and 18, four drift pins DP are arranged on each of the two wooden structural materials W, W, so the "drift pins DP in a position closest to the end faces WK, WK" here refers to the two drift pins DPN , DPN that are arranged side by side at a position closest to the end faces WK of these four drift pins DP.
この第四形態例にあっても、図17、図18、図20、図21の如く、木質構造材W・Wと被接合構造材Mとの接合において、木質構造材W・Wの外周面に嵌着された各枠部材F・Fにより木質構造材W・Wの割裂を抑制することができ、かつ、各枠部材F・Fは木質構造材W・Wの木口面WK・WKに近接する位置に嵌着されているから、割裂が開始する木質構造材W・Wの木口面WK・WKからの割裂を確実に抑制することができ、さらに、上記各枠部材F・Fは木質構造材W・Wの外周面に構造用ビスBにより止着されているので、上記木質構造材W・Wに対する各枠部材F・Fの位置ずれを防ぐことができ、木質構造材W・Wの外周面を確実に拘束することができ、加えて、構造用ビスBは木質構造材W・Wの木口面WK・WKに近接する位置のドリフトピンDPNの軸方向DPOに対して直交状に配置され、上記構造用ビスBは上記ドリフトピンDPの折れ曲がり変形により生ずる上記木質構造材W・Wの木口面WK・WKからの割裂を抑制可能な長さ寸法に形成されていることにより、木質構造材W・Wの割裂方向CKの外周面と各枠部材F・Fの内面とのクリアランスを可及的に少なく維持することができ、それだけ、木質構造材W・Wの外周面を確実に拘束することができ、木質構造材W・Wの割裂破壊を抑制することができ、ひいては、木質構造材W・Wと被接合構造材Mとの接合強度を維持することができ、それだけ、建築設計構造の簡素化及び融通性を高めることができ、上記第一形態例と同様な作用効果を得ることができる。 17, 18 , 20 and 21 , in the joining of the wooden structural members W, W and the joined structural members M, the frame members F, F fitted to the outer peripheral surfaces of the wooden structural members W, W can suppress cracking of the wooden structural members W, W. Furthermore, since the frame members F, F are fitted to positions adjacent to the end faces WK, WK of the wooden structural members W, W, cracking from the end faces WK, WK of the wooden structural members W, W where cracking starts can be reliably suppressed. Furthermore, since the frame members F, F are fastened to the outer peripheral surfaces of the wooden structural members W, W with the structural screws B, it is possible to prevent the frame members F, F from shifting in position relative to the wooden structural members W, W, and reliably restrain the outer peripheral surfaces of the wooden structural members W, W. In addition, the structural screws B are fastened to the axial direction DP of the drift pins DP N positioned adjacent to the end faces WK, WK of the wooden structural members W, W. O , and the structural screws B are formed to a length dimension which is capable of preventing cracking of the end faces WK, WK of the wooden structural materials W, W caused by the bending deformation of the drift pins DP. This makes it possible to keep as small as possible the clearance between the outer peripheral surface of the wooden structural materials W, W in the cracking direction CK and the inner surface of each frame member F, F. This allows the outer peripheral surfaces of the wooden structural materials W, W to be securely restrained and prevents cracking of the wooden structural materials W, W. Ultimately, the joining strength between the wooden structural materials W, W and the joined structural materials M can be maintained, which in turn allows for simplification and versatility of the architectural design and structure, and provides the same effects as the first embodiment described above.
尚、本発明は上記実施の形態例に限られるものではなく、木質構造材W、被接合構造材M、構造用ビスBの構造等は適宜変更して設計される。 The present invention is not limited to the above embodiment, and the structure of the wooden structural material W, the joined structural material M, and the structural screws B can be modified and designed as appropriate.
以上、所期の目的を充分達成することができる。 The above fully achieves the intended purpose.
W 木質構造材
WL 長手方向
WK 木口面
WS 木端面
M 被接合構造材
JW 接合金物
F 枠部材
T 雄ネジ
B 構造用ビス
B1 頭部
B2 軸部
DP ドリフトピン
DPN ドリフトピン
DPO 軸方向
W Wooden structural material WL Longitudinal direction WK End surface WS End surface M Structural material to be joined JW Joining metal fitting F Frame member T Male screw B Structural screw B 1 head B 2 shaft DP Drift pin DP N Drift pin DP O Axial direction
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003013506A (en) | 2001-06-29 | 2003-01-15 | Uesuto:Kk | Joining structure of wooden building |
| JP2005146515A (en) | 2003-11-11 | 2005-06-09 | Lic:Kk | Wooden building connection metal fitting and building construction method using the same |
| JP2009127195A (en) | 2007-11-19 | 2009-06-11 | Tatsumi:Kk | Reinforcement structure for building cross members |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003013506A (en) | 2001-06-29 | 2003-01-15 | Uesuto:Kk | Joining structure of wooden building |
| JP2005146515A (en) | 2003-11-11 | 2005-06-09 | Lic:Kk | Wooden building connection metal fitting and building construction method using the same |
| JP2009127195A (en) | 2007-11-19 | 2009-06-11 | Tatsumi:Kk | Reinforcement structure for building cross members |
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