JP4751624B2 - Fastener - Google Patents

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JP4751624B2
JP4751624B2 JP2005056341A JP2005056341A JP4751624B2 JP 4751624 B2 JP4751624 B2 JP 4751624B2 JP 2005056341 A JP2005056341 A JP 2005056341A JP 2005056341 A JP2005056341 A JP 2005056341A JP 4751624 B2 JP4751624 B2 JP 4751624B2
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shaft
climbing beam
climbing
hole
round hole
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JP2006241753A (en
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義邦 大倉
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有限会社グランドフォーム
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本発明は、木造建築物の屋根を支持するため、棟から軒先に向けて傾斜するように配置される登り梁を固定するために用いる締結具に関する。   The present invention relates to a fastener used for fixing a climbing beam arranged to be inclined from a ridge toward an eaves in order to support a roof of a wooden building.

木造建築物の屋根は、建物中心付近の棟を中心として、ここから軒先に向けて下り勾配になっている様式が一般的であり、瓦や積雪など様々な荷重を受け止める必要があるため、屋根裏には柱などの部材が複雑に交錯している。屋根とその周辺の構造は様々だが、一般的には図8のような構造が普及している。この図のように建物の周縁には柱が直立しており、この柱を結ぶように梁が水平に配置され、また建物の頂上には棟木が水平に配置されている。タルキは棟木から梁に向けて斜めに配置されており、タルキの上には野地板が全面に敷かれており、野地板の上に瓦などの外装材が並べられる。タルキは梁よりも断面が小さく、タルキの両端を支持している棟木と梁だけでは屋根の荷重に耐えられないため、束と母屋によって中間部も支持されている。   The roof of a wooden building is generally inclined downward from here to the eaves centering on the ridge near the center of the building, and it is necessary to receive various loads such as tiles and snow. There are intricately interlaced members such as pillars. The structure of the roof and its surroundings varies, but generally the structure as shown in FIG. 8 is widespread. As shown in this figure, pillars stand upright on the periphery of the building, beams are arranged horizontally so as to connect the pillars, and purlins are arranged horizontally on the top of the building. The talc is arranged obliquely from the purlin to the beam. A field board is laid on the entire surface of the talc, and exterior materials such as tiles are arranged on the field board. Since talc has a smaller cross section than beams, and only the purlins and beams that support both ends of the talc cannot withstand the load of the roof, the middle part is also supported by the bundle and the purlin.

図8のような伝統的な構造のほか、タルキの代用として登り梁を使用する場合がある。登り梁はタルキと同様に斜めに配置されるが、その断面は他の梁と同様な寸法になっており、単に野地板を支持するだけではなく、建物の骨格としての機能も備えている。その結果、束や母屋のような中間を支持する部材が不要になり、屋根裏の構造が簡素化されるため、屋根裏部屋を設ける場合には大きな空間が確保でき、また天井をなくして吹き抜け構造にする場合、屋根裏には梁や登り梁などの太い部材だけが整然と配置された構成になり、重厚感を感じさせる特有の雰囲気を醸し出す。   In addition to the traditional structure shown in FIG. 8, climbing beams may be used as a substitute for talc. The climbing beam is arranged obliquely like talc, but its cross section has the same dimensions as other beams, and it not only simply supports the field board, but also functions as a building skeleton. As a result, members supporting the middle, such as bundles and purlins, are no longer needed, and the structure of the attic is simplified, so a large space can be secured when an attic is provided, and the atrium structure is eliminated by eliminating the ceiling. In this case, only thick members such as beams and climbing beams are neatly arranged on the attic, creating a unique atmosphere that makes you feel a profound feeling.

登り梁は前記のように、屋根裏部屋を設けたり天井のない吹き抜け構造にする場合、空間の確保や美感などの面で優れているものの、登り梁の長さや太さ、そのほか施工時の傾斜角度は建物ごとに異なるため、登り梁の両端を支持する棟木や梁などとの締結方法が確立されておらず、専用の金具を都度製造して組み付けたり、ホゾや釘といった原始的な方法を用いたりする場合が多い。このような問題を解決するため、登り梁の様々な断面形状や傾斜角度に応じて、事前に多種類の金具を製造保管しておくことも可能だが、この方法は多種類の金具をまとめて製造する必要があり手間が増加しやすく、しかも大量の在庫を抱えることになる。したがって登り梁を用いた建物は従来よりも費用が増加する傾向があり、そのため登り梁を用いた建物を望んでもこれを断念して、従来工法に変更される場合がある。   As mentioned above, the climbing beam is superior in terms of securing space and aesthetics when it is provided with an attic or has an atrium structure without a ceiling, but the length and thickness of the climbing beam, and other inclination angles during construction Since it differs from building to building, the fastening method with purlins and beams that support both ends of the climbing beam has not been established, and special tools such as hozos and nails are used to manufacture and assemble dedicated brackets each time. There are many cases. In order to solve such problems, it is possible to manufacture and store various types of brackets in advance according to various cross-sectional shapes and inclination angles of climbing beams, but this method collects many types of brackets together. There is a need to manufacture it, which is easy to increase labor, and has a large amount of inventory. Therefore, buildings using climbing beams tend to be more expensive than conventional ones. Therefore, even if a building using climbing beams is desired, it may be abandoned and changed to a conventional construction method.

登り梁の下端側を固定するため、現状で使用されている金具の構造例を図9に示す。ここに示される登り梁は、傾斜角度や断面形状がそれぞれ異なっており、その固定方法もそれぞれ異なっている。図9(A)から(D)のいずれも、登り梁の端面から金具が差し込まれており、登り梁と金具を貫通するように固定ピンが打ち込まれている。さらに金具は、ボルトによって梁に引き寄せられて固定されている。なお(C)と(D)のように傾斜角度が大きい場合、ボルトをバランス良く配置できないため、L字形の補強具も使用して強度を確保している。このように登り梁の傾斜角度や断面形状によって金具の形状が異なり、ボルトや固定ピンの配置も変わり、しかも補強具などの付属品が必要な場合もある。   FIG. 9 shows a structural example of a metal fitting currently used to fix the lower end side of the climbing beam. The climbing beams shown here have different inclination angles and cross-sectional shapes, and their fixing methods are also different. 9A to 9D, a metal fitting is inserted from the end face of the climbing beam, and a fixing pin is driven so as to penetrate the climbing beam and the metal fitting. Furthermore, the metal fitting is attracted to the beam by bolts and fixed. Note that when the tilt angle is large as in (C) and (D), the bolts cannot be arranged in a well-balanced manner, so the strength is ensured by using an L-shaped reinforcing tool. As described above, the shape of the metal fitting varies depending on the inclination angle and cross-sectional shape of the climbing beam, the arrangement of the bolts and fixing pins also changes, and an accessory such as a reinforcing tool may be required.

登り梁は単に屋根の荷重を支持するだけではなく、建物の強度を維持する重要な骨格構造の一部であり、他の梁などとの締結部には十分な剛性を確保する必要がある。さらに登り梁は建設時、重機を用いて高所での架設作業になるため、できるだけ速やかに且つ簡単確実に締結を行える必要がある。   The climbing beam is not only to support the load on the roof, but is also a part of the important skeletal structure that maintains the strength of the building, and it is necessary to secure sufficient rigidity at the fastening part with other beams. Furthermore, since the climbing beam is constructed at a high place using heavy machinery during construction, it is necessary to be able to fasten it as quickly and simply as possible.

本発明はこうした実情を基に開発されたもので、登り梁の断面形状や傾斜角度に依存せず、汎用的に使用可能で費用の増加を抑制でき、作業性にも優れた登り梁の締結具の提供を目的としている。   The present invention was developed on the basis of such circumstances, and can be used for general purposes and can suppress the increase in cost regardless of the cross-sectional shape and inclination angle of the climbing beam. The purpose is to provide ingredients.

前記の課題を解決するための請求項1記載の発明は、登り梁の底面に形成された丸穴と、支持部材の上面に形成された丸穴とを挿通するシャフトと、該シャフトの側面に形成された横孔と支持部材とを挿通するドリフトピンと、該シャフトの側面に形成された横孔と登り梁とを挿通する固定ピンと、を備え、支持部材と登り梁とシャフトを介して結合され、前記シャフトの外周面と登り梁に形成された丸穴の内周面との間には、双方が接触しないように空間部が確保されていることを特徴とする締結具である。 The invention according to claim 1 for solving the above-mentioned problem is characterized in that a round hole formed in the bottom surface of the climbing beam, a shaft that passes through the round hole formed in the upper surface of the support member, and a side surface of the shaft A drift pin that passes through the formed lateral hole and the support member, and a fixing pin that passes through the lateral hole formed on the side surface of the shaft and the climbing beam are provided, and the support member and the climbing beam are coupled via the shaft. The fastener is characterized in that a space portion is secured between the outer peripheral surface of the shaft and the inner peripheral surface of the round hole formed in the climbing beam so that they do not come into contact with each other.

本発明の登り梁は、屋根の傾斜に沿って配置され、この上端は棟木に締結されており、一方の下端は支持部材に締結されている。支持部材は登り梁の下端を受け止める部材全般を指しており、梁や柱などが該当する。本発明では、登り梁の下端側が支持部材の上面に載っている構造であり、そのため登り梁の下端付近には、据え付け時に下向きの水平な面となる底面が加工されており、この底面が支持部材の上面に面接触している。さらに登り梁の底面と支持部材の上面とを結合するため、双方の間に締結具を介在させている。 The climbing beam according to the present invention is arranged along the slope of the roof, the upper end thereof is fastened to the purlin, and the lower end of one is fastened to the support member. The support member refers to all members that receive the lower end of the climbing beam, and corresponds to a beam or a column. In the present invention, the lower end side of the climbing beam is placed on the upper surface of the support member. Therefore, a bottom surface that is a downward horizontal surface during installation is machined near the lower end of the climbing beam, and this bottom surface is supported. The upper surface of the member is in surface contact. Furthermore, in order to couple | bond the bottom face of a climbing beam and the upper surface of a supporting member, the fastener is interposed between both.

登り梁の底面と支持部材の上面は、シャフトを介して締結されている。シャフトは円柱状の丸棒で双方の部材を挿通しており、このシャフトを差し込むため、支持部材と登り梁の所定の位置に、同心となる丸穴を加工しておく必要がある。またシャフトの側面には複数の横孔が貫通しており、この横孔と支持部材とを貫通するようにドリフトピンを打ち込み、且つ横孔と登り梁とを貫通するように固定ピンを打ち込むと、シャフトを介して双方の部材が締結される。なおシャフトの外径と双方の丸穴の内径は同一として、緩みが生じないようにする。 The bottom surface of the climbing beam and the top surface of the support member are fastened via a shaft. The shaft is a cylindrical round bar, and both members are inserted. In order to insert the shaft, it is necessary to process concentric round holes at predetermined positions of the support member and the climbing beam. Further, a plurality of lateral holes penetrates the side surface of the shaft, and when a drift pin is driven so as to penetrate the lateral hole and the support member, and a fixing pin is driven so as to penetrate the lateral hole and the climbing beam, Both members are fastened through the shaft. It should be noted that the outer diameter of the shaft and the inner diameters of both round holes are the same so that no looseness occurs.

このように構成することで、登り梁の締結に際しては、登り梁の底面に丸棒を差し込むための丸穴を加工するだけで良いため、登り梁の断面形状や傾斜角度がどのように変化しても十分に対応可能で、極めて汎用性が高い。   With this configuration, when the climbing beam is fastened, it is only necessary to form a round hole for inserting the round bar into the bottom surface of the climbing beam, so how the cross-sectional shape and inclination angle of the climbing beam change. However, it is very versatile.

シャフトは、支持部材と登り梁の双方を挿通しているが、この内で登り梁の中を挿通している区間において、シャフトの外周面と丸穴の内周面とを全面的に接触させる必要はなく、所定の強度が確保できることを前提として、接触を部分的なものとするため、空間部を設けている。空間部の具体的な構成としては、シャフトの断面を一部だけ細くしたり、丸穴の直径を部分的に大きくしたりといった方法がある。このように構成することで、シャフトを登り梁に差し込む際、摩擦が軽減するほか、空間部によってシャフトや丸穴の弾性変形を許容できるようになる。 The shaft passes through both the support member and the climbing beam, but in the section through which the shaft is inserted, the outer peripheral surface of the shaft and the inner peripheral surface of the round hole are brought into full contact with each other. It is not necessary, and a space is provided in order to make the contact partial on the premise that a predetermined strength can be secured . As a specific configuration of the space portion, there are methods such as thinning only a part of the cross section of the shaft or partially increasing the diameter of the round hole. With this configuration, when the shaft is inserted into the climbing beam, friction is reduced, and elastic deformation of the shaft and the round hole can be allowed by the space portion.

請求項1記載の発明のように、双方の部材を貫通するシャフトによって登り梁を締結することで、登り梁には単にシャフトを挿通するための丸穴を加工するだけであり、登り梁の断面形状や傾斜角度が変わることの影響を受けないため、多様な登り梁において同一形状のシャフトを使用可能であり、費用の軽減が可能になる。しかも施工に先立ちシャフトを支持部材に埋め込んでおくことで、従来のホゾや釘を用いた作業に比べて施工時間が短縮できる。これらの結果、登り梁を用いた建物を極力低い費用で提供することが可能になり、より多くの施工主の要望に応えることができる。 As in the first aspect of the present invention, the climbing beam is fastened by the shaft penetrating both members, so that the climbing beam is simply formed with a round hole for inserting the shaft, and the cross section of the climbing beam Since it is not affected by changes in shape and angle of inclination , shafts having the same shape can be used in various climbing beams, and costs can be reduced. In addition, by embedding the shaft in the support member prior to the construction, the construction time can be shortened as compared with the work using the conventional tenon or nail. As a result, it becomes possible to provide buildings using climbing beams at as low a cost as possible, and it is possible to meet the demands of more construction owners.

また、シャフト外周面と登り梁の内周面との接触を部分的なものとするために空間部を設けることで、摩擦の軽減により登り梁を据え付ける際の作業性が改善する。さらにシャフト登り梁との接触面積が少なくなるため、登り梁やシャフトの弾性変形をある程度許容でき、微少な誤差を吸収できる。 In addition, by providing a space in order to make partial contact between the outer peripheral surface of the shaft and the inner peripheral surface of the climbing beam, workability when installing the climbing beam is improved by reducing friction. Furthermore, since the contact area between the shaft and the climbing beam is reduced, elastic deformation of the climbing beam and the shaft can be allowed to some extent, and minute errors can be absorbed.

図1は、本発明による締結具が使用される箇所を示す斜視図であり、木造建築物の屋根付近の骨格構造を抽出して描いている。柱32は地盤から直立しており、その上に梁31が載せられている。梁31は建物の周囲を取り巻くように矩形状に配置されており、建物の中心付近には梁31の上方に棟木34が水平に配置されている。棟木34は建物の最も高い位置に据え付けられており、屋根を支持する登り梁33の上端は棟木34の側面に固定されており、下端は梁31の上に載っており、両端だけが支持された状態である。なお登り梁33の上には、野地板35を全面に敷設してこの上に瓦36などを載せていく。登り梁33の下端は梁31によって支持されているが、この締結部は、梁31の上面Pに登り梁33が載っている構造である。ただし登り梁33は傾斜して配置されているため、そのままでは梁31の上面Pと接触できないため、末端付近を切り欠いて水平に仕上げられた底面Bが形成されている。   FIG. 1 is a perspective view showing a place where a fastener according to the present invention is used, and depicts a skeleton structure in the vicinity of a roof of a wooden building. The pillar 32 stands upright from the ground, and the beam 31 is placed thereon. The beam 31 is arranged in a rectangular shape so as to surround the periphery of the building, and a purlin 34 is horizontally arranged above the beam 31 in the vicinity of the center of the building. The purlin 34 is installed at the highest position of the building, the upper end of the climbing beam 33 that supports the roof is fixed to the side surface of the purlin 34, the lower end rests on the beam 31, and only both ends are supported. It is in the state. Note that a field board 35 is laid on the entire surface of the climbing beam 33 and a tile 36 and the like are placed thereon. The lower end of the climbing beam 33 is supported by the beam 31, and this fastening portion has a structure in which the climbing beam 33 is placed on the upper surface P of the beam 31. However, since the climbing beam 33 is inclined and cannot be contacted with the upper surface P of the beam 31 as it is, a bottom surface B that is horizontally finished by cutting out the vicinity of the end is formed.

図2は、図1の登り梁33の下端付近の詳細を示す斜視図である。登り梁33の下端には、下向きの面を水平に仕上げた底面Bが形成されている。また底面Bを横切るように登り梁33を貫く一対の溝17が加工されており、この溝17は底面Bの反対面まで貫通している。また登り梁33の側面には溝17を貫通して反対面に到達するキリ孔14が加工されており、この中に鋼鉄製の固定ピン11を打ち込むことができる。そして金具1は、鉄板を二カ所で折り曲げたコの字のような形状であり、中央に位置する前板5と、この前板5の両側から垂直に延びている二枚の羽板6と、から構成されており、羽板6には、前記の固定ピン11を挿通するための係止孔9が加工されている。当然ながら係止孔9は二枚の羽板6に同心で形成されている。また前板5には、図では見えていないが中央に孔7が加工されている。 FIG. 2 is a perspective view showing details in the vicinity of the lower end of the climbing beam 33 of FIG. At the lower end of the climbing beam 33, a bottom surface B is formed by horizontally finishing the downward surface. Further, a pair of grooves 17 penetrating the climbing beam 33 are processed so as to cross the bottom surface B, and the grooves 17 penetrate to the opposite surface of the bottom surface B. Further, a drill hole 14 is formed in the side surface of the climbing beam 33 so as to penetrate the groove 17 and reach the opposite surface, and the steel fixing pin 11 can be driven into this. The metal fitting 1 has a U-shaped shape obtained by bending an iron plate in two places, a front plate 5 located in the center, and two wing plates 6 extending vertically from both sides of the front plate 5. The wing plate 6 has a locking hole 9 into which the fixing pin 11 is inserted. Naturally, the locking hole 9 is formed concentrically with the two slats 6. In addition, the front plate 5 has a hole 7 formed in the center, which is not visible in the figure.

円柱状のシャフト3は梁31の中に埋め込まれるもので、これに対応して梁31の上面Pの所定位置には、丸穴13が加工されている。シャフト3の外周面と丸穴13の内周面との間にガタが生じないよう、それぞれの直径は等しくなっている。また梁31の側面には丸穴13を貫いて反対面まで到達するキリ孔15が加工されており、シャフト3にもこれに対応する横孔10が加工されている。したがってシャフト3を丸穴13に差し込んだ後、キリ孔15と横孔10の位置を合わせてからドリフトピン12を打ち込むと、シャフト3が梁31と一体化する。なおシャフト3の上端面中央には雌ねじ8が加工されており、金具1の前板5を梁31の上面Pの所定位置に接触させた後、前板5に形成された孔7にボルト4のネジ部を挿通して、これを雌ねじ8に螺合させて締め上げると、金具1とシャフト3はボルト4を介して一体化する。さらに登り梁33の溝17に羽板6を差し込み、係止孔9とキリ孔14を一致させてから固定ピン11を打ち込むと、梁31と登り梁33とが一体化する。   The columnar shaft 3 is embedded in the beam 31, and a round hole 13 is processed at a predetermined position on the upper surface P of the beam 31 correspondingly. The diameters of the shaft 3 and the inner periphery of the round hole 13 are equal to each other so that no play is generated between the outer peripheral surface of the shaft 3 and the inner peripheral surface of the round hole 13. In addition, a drill hole 15 that reaches the opposite surface through the round hole 13 is processed on the side surface of the beam 31, and a corresponding horizontal hole 10 is processed on the shaft 3. Therefore, after the shaft 3 is inserted into the round hole 13, when the drift pin 12 is driven after aligning the positions of the drill hole 15 and the lateral hole 10, the shaft 3 is integrated with the beam 31. A female screw 8 is machined in the center of the upper end surface of the shaft 3, and after the front plate 5 of the metal fitting 1 is brought into contact with a predetermined position on the upper surface P of the beam 31, the bolt 4 is inserted into the hole 7 formed in the front plate 5. When the screw portion is inserted and screwed into the female screw 8 and tightened, the metal fitting 1 and the shaft 3 are integrated via the bolt 4. Further, when the wing plate 6 is inserted into the groove 17 of the climbing beam 33 and the locking hole 9 is aligned with the drilling hole 14 and the fixing pin 11 is driven, the beam 31 and the climbing beam 33 are integrated.

図3は、図2とは反対の下から見た構成を示す斜視図である。梁31と登り梁33との間に金具1の前板5が挟み込まれるが、前板5を埋め込むため、登り梁33の底面Bには、溝17の間に段差が設けられ、前板5はここに収納される。またボルト4の頭部を収納するため、座グリ穴16が底面Bの中央付近に形成され、前板5の中央付近には、ボルト4を差し込むための孔7が設けられている。   FIG. 3 is a perspective view showing a configuration viewed from below opposite to FIG. Although the front plate 5 of the metal fitting 1 is sandwiched between the beam 31 and the climbing beam 33, a step is provided between the grooves 17 on the bottom surface B of the climbing beam 33 in order to embed the front plate 5. Is stored here. Further, a counterbore hole 16 is formed in the vicinity of the center of the bottom surface B for accommodating the head of the bolt 4, and a hole 7 for inserting the bolt 4 is provided in the vicinity of the center of the front plate 5.

図4は、図2の断面形状を示す図で、図4(A)は登り梁の中央縦断面図であり、図4(B)は梁の中央縦断面図である。ただし各要素は据付後の一体化した状態で描いている。これらの図のように、梁31の丸穴13に埋め込まれたシャフト3は、ドリフトピン12によって固定されており、登り梁33の溝17に差し込まれた金具1は、固定ピン11によって固定されている。なおボルト4の頭部は、登り梁33の内部に位置するため、この周囲を切り欠いた座グリ穴16を設けている。また溝17は、単に羽板6を差し込むだけの範囲に加工されている訳ではなく、図4(A)の点線で示される位置まで加工されており、この点線と金具1との間に若干の余裕があるため、ある程度の寸法誤差は許されており、また金具1の弾性変形によっても誤差の吸収が可能である。   4A and 4B are diagrams showing the cross-sectional shape of FIG. 2, in which FIG. 4A is a central longitudinal sectional view of the climbing beam, and FIG. 4B is a central longitudinal sectional view of the beam. However, each element is drawn in an integrated state after installation. As shown in these drawings, the shaft 3 embedded in the round hole 13 of the beam 31 is fixed by the drift pin 12, and the metal fitting 1 inserted into the groove 17 of the climbing beam 33 is fixed by the fixing pin 11. ing. In addition, since the head of the bolt 4 is located inside the climbing beam 33, a counterbore hole 16 is provided in which the periphery is cut out. Further, the groove 17 is not processed so as to merely insert the slat 6 but is processed up to a position indicated by a dotted line in FIG. Therefore, a certain amount of dimensional error is allowed, and the error can be absorbed by elastic deformation of the metal fitting 1.

図5は、請求項1記載の発明のようにシャフト21を用いて梁31と登り梁33とを結合する方法を示しており、図5(A)は斜視図で、図5(B)は登り梁の中央縦断面図である。梁31には図1と同様に丸穴23を設けて、ここにシャフト21を差し込んでドリフトピン27で固定する点は図2などと同様であり、ここでは登り梁33の底面Bにもシャフト21を差し込むための丸穴22を設けている。したがってシャフト21は梁31と登り梁33の双方を挿通しており、シャフト21と登り梁33は固定ピン26によって締結され、シャフト21と梁31はドリフトピン27によって締結される。そのためシャフト21には、固定ピン26を通すための横孔24とドリフトピン27を通すための横孔25が加工されている。このような構成によって、登り梁33に丸穴22を加工できるならば、その大きさや傾斜角度の影響を受けないため極めて汎用性が高い。また固定ピン26とドリフトピン27を挿通するため、登り梁33と梁31には、その側面を貫通するキリ孔29が加工されている。このキリ孔29は、シャフト21の横孔24,25に位置を合わせている。 FIG. 5 shows a method of connecting the beam 31 and the climbing beam 33 using the shaft 21 as in the first aspect of the invention. FIG. 5 (A) is a perspective view, and FIG. It is a center longitudinal cross-sectional view of a climbing beam. The beam 31 is provided with a round hole 23 as in FIG. 1 and the shaft 21 is inserted into the beam 31 and fixed with the drift pin 27 as in FIG. A round hole 22 for inserting 21 is provided. Therefore, the shaft 21 passes through both the beam 31 and the climbing beam 33, the shaft 21 and the climbing beam 33 are fastened by the fixing pin 26, and the shaft 21 and the beam 31 are fastened by the drift pin 27. For this purpose, the shaft 21 has a side hole 24 for passing the fixing pin 26 and a side hole 25 for passing the drift pin 27. If the round hole 22 can be machined in the climbing beam 33 by such a configuration, it is extremely versatile because it is not affected by its size or inclination angle. Further, in order to insert the fixing pin 26 and the drift pin 27, the climbing beam 33 and the beam 31 are formed with a drill hole 29 penetrating the side surface. The drill hole 29 is aligned with the horizontal holes 24 and 25 of the shaft 21.

図5のようにシャフト21を用いて登り梁33を固定する場合、実際の施工においては、作業性を考慮して図6のような方法を用いることが望ましい。図6は登り梁の中央断面図で、図6(A)はシャフト21上部の断面直径を部分的に縮小しており、その結果として双方の間に空間部28が生じている。これによって施工時に作用する摩擦が軽減され、さらに空間部28においてシャフト21はわずかに傾くことができ、また丸穴22は変形しやすくなり、寸法誤差に対して柔軟性が高い。ただし所定の剛性を確保するため、シャフト21の末端部付近および丸穴22の入口付近では、空間部28を設けずに双方を密着させている。また図6(B)のように、シャフト21の断面は一定として、丸穴22の直径を一部拡大することでも、双方の間に空間部28を設けることが可能である。   When the climbing beam 33 is fixed using the shaft 21 as shown in FIG. 5, it is desirable to use a method as shown in FIG. 6 in consideration of workability in actual construction. FIG. 6 is a central cross-sectional view of the climbing beam, and FIG. 6A partially reduces the cross-sectional diameter of the upper portion of the shaft 21, resulting in a space 28 between them. As a result, friction acting during construction is reduced, and the shaft 21 can be slightly tilted in the space 28, and the round hole 22 is easily deformed, and is highly flexible against dimensional errors. However, in order to ensure a predetermined rigidity, the space portion 28 is not provided in the vicinity of the end portion of the shaft 21 and the vicinity of the entrance of the round hole 22, and both are brought into close contact with each other. Further, as shown in FIG. 6B, it is possible to provide the space portion 28 between the both by keeping the cross section of the shaft 21 constant and partially expanding the diameter of the round hole 22.

本発明は、登り梁33の太さや傾斜が変わっても同一の構成で対応できることが特徴である。図7はこれを示す斜視図であり、図中の二本の登り梁33は、傾斜や太さが異なっている。しかし登り梁33の底面Bに、羽板6を差し込むための溝17や丸穴22を加工できるならば、登り梁33の角度が水平に近くても垂直に近くても問題はなく、またその太さについても、羽板6やシャフト21がはみ出すことがなければ同一のものを使用できるため、費用の軽減に大きく寄与できる。なお支持部材については、図1などに示される梁31以外にも、図の左側のように柱32の上面が使用される場合もある。   The present invention is characterized in that even if the thickness and inclination of the climbing beam 33 change, the same configuration can be used. FIG. 7 is a perspective view showing this, and the two climbing beams 33 in the figure are different in inclination and thickness. However, if the groove 17 and the round hole 22 for inserting the blade 6 can be machined on the bottom surface B of the climbing beam 33, there is no problem whether the angle of the climbing beam 33 is close to horizontal or vertical. Since the same thickness can be used as long as the slat 6 and the shaft 21 do not protrude, it can greatly contribute to cost reduction. In addition to the beam 31 shown in FIG. 1 and the like, the upper surface of the column 32 may be used as the support member as shown on the left side of the drawing.

本発明による締結具が使用される箇所を示す斜視図であり、木造建築物の屋根付近の骨格構造を抽出して描いたものである。It is a perspective view which shows the location where the fastener by this invention is used, and is extracting and drawing the frame | skeleton structure near the roof of a wooden building. 図1に描かれた登り梁の下端付近の詳細を示す斜視図である。It is a perspective view which shows the detail near the lower end of the climbing beam drawn by FIG. 図2とは反対の下から見た構成を示す斜視図である。It is a perspective view which shows the structure seen from the bottom opposite to FIG. 図2の断面形状を示す図で、(A)は登り梁の中央縦断面図であり、(B)は梁の中央縦断面図である。ただし各要素は据付後の一体化した状態で描いている。It is a figure which shows the cross-sectional shape of FIG. 2, (A) is a center longitudinal cross-sectional view of a climbing beam, (B) is a center longitudinal cross-sectional view of a beam. However, each element is drawn in an integrated state after installation. 請求項1記載の発明のように、シャフトを用いて梁と登り梁とを結合する方法を示す図で、(A)は斜視図であり、(B)は登り梁の中央縦断面図である。 It is a figure which shows the method of couple | bonding a beam and a climbing beam using a shaft like invention of Claim 1 , (A) is a perspective view, (B) is a center longitudinal cross-sectional view of a climbing beam . シャフトと丸穴(登り梁側)との間に空間部を設けた場合を示す縦断面図で、(A)はシャフトの断面を部分的に縮小しており、(B)は丸穴の断面を部分的に拡大している。It is a longitudinal cross-sectional view which shows the case where a space part is provided between a shaft and a round hole (climbing beam side), (A) is partially reducing the cross section of a shaft, (B) is a cross section of a round hole. Is partially enlarged. 登り梁の太さや傾斜が変わっても本発明は柔軟に対応できることを示す斜視図である。It is a perspective view which shows that this invention can respond flexibly, even if the thickness and inclination of a climbing beam change. 従来の木造建築物において、屋根とその周辺の構造例を示す斜視図である。In a conventional wooden building, it is a perspective view which shows the structural example of a roof and its periphery. 登り梁の下端側を固定するため、現状で使用されている金具などの構造例を示す側面図であり、(A)から(D)の各図は、登り梁の傾斜角度や断面形状がそれぞれ異なっており、それに伴って金具の形状およびボルトや固定ピンなどの配置が異なることを示している。In order to fix the lower end side of the climbing beam, it is a side view showing an example of the structure of a metal fitting etc. that is currently used. It shows that the shapes of the metal fittings and the arrangement of bolts and fixing pins are different.

1 金具
2 連結部材
3 シャフト
4 ボルト
5 前板
6 羽板
7 孔
8 雌ねじ
9 係止孔
10 横孔
11 固定ピン
12 ドリフトピン
13 丸穴
14 キリ孔(登り梁側)
15 キリ孔(支持部材側)
16 座グリ穴
17 溝
21 シャフト
22 丸穴(登り梁側)
23 丸穴(支持部材側)
24 横孔(登り梁側)
25 横孔(支持部材側)
26 固定ピン
27 ドリフトピン
28 空間部
29 キリ孔
31 梁(支持部材)
32 柱(支持部材)
33 登り梁
34 棟木
35 野地板
36 瓦
B 登り梁の底面
P 支持部材の上面
DESCRIPTION OF SYMBOLS 1 Metal fitting 2 Connecting member 3 Shaft 4 Bolt 5 Front board 6 Wing board 7 Hole 8 Female screw 9 Locking hole 10 Lateral hole 11 Fixing pin 12 Drift pin 13 Round hole 14 Drilling hole (Climbing beam side)
15 Drill hole (support member side)
16 Counterbore 17 Groove 21 Shaft 22 Round hole (Climbing beam side)
23 Round hole (support member side)
24 Horizontal hole (climbing beam side)
25 Horizontal hole (support member side)
26 Fixing pin 27 Drift pin 28 Space 29 Drill hole 31 Beam (supporting member)
32 Pillar (support member)
33 Climbing beam 34 Purlin 35 Base plate 36 Tile B Bottom surface of climbing beam P Upper surface of support member

Claims (1)

登り梁(33)の底面(B)に形成された丸穴(22)と、支持部材(31,32)の上面(P)に形成された丸穴(23)とを挿通するシャフト(21)と、
該シャフト(21)の側面に形成された横孔(25)と支持部材(31,32)とを挿通するドリフトピン(27)と、
該シャフト(21)の側面に形成された横孔(24)と登り梁(33)とを挿通する固定ピン(26)と、
を備え、
支持部材(31,32)と登り梁(33)とシャフト(21)を介して結合され、
前記シャフト(21)の外周面と登り梁(33)に形成された丸穴(22)の内周面との間には、双方が接触しないように空間部(28)が確保されていることを特徴とする締結具。
A shaft (21) through which a round hole (22) formed in the bottom surface (B) of the climbing beam (33) and a round hole (23) formed in the top surface (P) of the support members (31, 32) are inserted. When,
A drift pin (27) that passes through a side hole (25) formed in a side surface of the shaft (21) and a support member (31, 32);
A fixing pin (26) for inserting a lateral hole (24) formed on a side surface of the shaft (21) and a climbing beam (33);
With
The support members (31, 32) and the climbing beam (33) are coupled via the shaft (21) ,
A space (28) is secured between the outer peripheral surface of the shaft (21) and the inner peripheral surface of the round hole (22) formed in the climbing beam (33) so that they do not contact each other. Fastener characterized by.
JP2005056341A 2005-03-01 2005-03-01 Fastener Expired - Fee Related JP4751624B2 (en)

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JP6321599B2 (en) * 2015-09-30 2018-05-09 義憲 大倉 Connected structure
CN111075017B (en) * 2019-12-17 2021-02-26 湖北欧本钢结构有限公司 Lightweight steel structure rectangular pipe beam column connecting node
CN111593816B (en) * 2020-06-09 2021-11-30 上海沪江建筑工程有限公司 Steel construction building connects corner portion reinforced structure
JP7533539B2 (en) 2022-08-17 2024-08-14 積水ハウス株式会社 Connecting structures and building roofs
JP7533540B2 (en) 2022-08-30 2024-08-14 積水ハウス株式会社 Connecting structures and building roofs

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JPH09273229A (en) * 1996-04-04 1997-10-21 Shinwa Kenko Kk Burying metal fitting, alligator metal fitting, and building material connecting metal fitting set
JPH11172787A (en) * 1997-12-11 1999-06-29 Yoshinori Okura Splined tenon, and connection structure of wood using it
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