JP2004190287A - Connection device for horizontal frame member - Google Patents

Connection device for horizontal frame member Download PDF

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Publication number
JP2004190287A
JP2004190287A JP2002357700A JP2002357700A JP2004190287A JP 2004190287 A JP2004190287 A JP 2004190287A JP 2002357700 A JP2002357700 A JP 2002357700A JP 2002357700 A JP2002357700 A JP 2002357700A JP 2004190287 A JP2004190287 A JP 2004190287A
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JP
Japan
Prior art keywords
latching
horizontal member
protrusion
rod
projection
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Granted
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JP2002357700A
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Japanese (ja)
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JP3968006B2 (en
Inventor
Sadayuki Hatakeyama
畠山貞幸
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Kaneshin Co Ltd
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Kaneshin Co Ltd
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Priority to JP2002357700A priority Critical patent/JP3968006B2/en
Publication of JP2004190287A publication Critical patent/JP2004190287A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a connection device for horizontal frame members capable of securely connecting horizontal frame members in a simple structure. <P>SOLUTION: The connection device is constituted so as to vertically install at the end face at the end 1' of a horizontal frame member 1 such as a beam and to be superposed on the confronting side wall of engaging groove 8 of the lower end opening, and reinforcing plates 2, 2 are fixed with a mutual space. A first hooking rod 3 is laterally laid on the upper side of the end 1' of the horizontal frame member 1 through the reinforcing plates 2, 2. and the first hooking rod 3 is supported in the space. An appropriate number of second protrusions 5A provided with a large outer diameter front end 5'A are positioned in the space through the first protrusion 5 provided with a large diameter front end 5' and the lower end opening at the lower side than the first protrusion 5 are protruded at the side face of a structural member 10 such as a column or a girth. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【産業上の利用分野】
本発明は、木造建物の梁、桁などの横架材を、柱や胴差などの構造に接合するために適用する横架材の接合装置に関するものである。
【0002】
【従来の技術】
取付板と該取付板の前面に突設した接合板とで接合金物を構成し、該接合金物の取付板を柱や胴差などの構造材にボルト締めして前記接合板を構造材に突設し、該接合板を梁、桁などの横架材の端面に縦設したスリットに係合するようにして横架材端部を前記接合金物に設けた透孔に横架材を通じてドリフトピンを嵌挿させるようにして横架材を構造材に接合するようにした構造のものがある(例えば、特許文献1)。
【0003】
【特許文献1】
実開平4−200503号公報
【0004】
【発明が解決しようとする課題】
前記公報記載の構造のものは、構造材の側面に接合金具を取付け、該接合金具に対して横架材の端面に設けたスリットを係合して接合することを基本とするため、プレカット工場等の工場からの出荷時には構造材である木材の側面より接合金具が突出した状態にあると運搬、取扱上不便であるため、現場で接合金具を木材に取付ける必要があり、そのため現場では騒音、工期の長期化等様々な不都合が生じる。
【0005】
本発明は、斯様な従来例の欠点に着目して創案し、しかも、横架材の確実な接合を行うことのできる装置を提供すべく創案したものである。
【0006】
【課題を解決するための手段】
梁などの横架材の端部に、その端面に縦設した下端開口の係合溝の相対する各側壁に重ね合わせ、かつ、互いに間隙を存して補強板を止着し、該補強板を通じて第一掛止杆を横架材の前記端部の上部側に横設し、この第一掛止杆を前記間隙内で受支する、大径な先端部を備えた第一突子と、該第一突子より下側にして前記下端開口部を通じて前記間隙内に位置させる、適宜数の、大径な先端部を備えた第二突子を、柱や胴差などの構造材の側面に突設し、前記第二突子に掛止する第二掛止杆と、前記第一突子と第二突子の一方又は双方の下側にそれぞれ位置させて該突子を前記第一又は第二の掛止杆とで挟持する係止杆のそれぞれの嵌挿孔を、横架材の前記端部の側面に、前記補強板に設けた係止杆貫通用の透孔と一致するように横設した構成とすることを基本的手段とし、この手段に、第一突子と第二突子のそれぞれの先端部の後端側の周側に、前記先端部の先端方向に漸次大径とするテーパ縁を設け、このテーパ縁と接する位置に第一、第二の掛止杆と係止杆および係止片の全部又は一部を配置したことを付加すれば、接合時に横架材の構造材方向への引き寄せを図ることができる。
【0007】
【発明の実施の形態】
図面は本発明に係る横架材の接合装置の一実施形態を示し、図1は縦断面図、図2は横断面図、図3は補強板の斜視図である。
【0008】
実施形態の接合装置は、横架材(実施形態では梁であるが桁でも良い)1側に一対の補強板2,2を取付け(固定し)、該補強板2,2を通じて前記横架材1の端部に嵌挿する第一、第二の掛止杆3,3Aや係止杆4を、構造材(実施形態では柱であるが胴差でも良い)10側に設けた第一、第二の突子5,5Aと互いに組合わせて前記横架材1を構造材10に接合するものである。
【0009】
補強板2は鋼板製の平板体で成り、先端部に一対三組の第一透孔6,6、6,6、6,6を、後端部に3個の第二透孔6A,6A,6Aをそれぞれ上下対称的に設けて左右勝手方向を選択して自在に使用できるようにしたものである。
【0010】
もっとも、実施形態の補強板2は、横架材1の長手方向(端面)に面して左右いずれの側にも適用できるようにして当該補強板1の製造コストや在庫管理費の低減を図ったものであるが、これらの点を無視すれば、左右勝手それぞれ専用の補強板(例えば、透孔6,6A位置を上下非対称的に設けて)を用いても不都合はない。
【0011】
なお、前記一対三組の第一透孔6,6、6,6、6,6は各組において上位側のものが常に用いられ、下位側のものも常に用いて差し支えないが(この場合は、係止杆4貫通用として用いる)、図1で示す通り、実施形態では最下位の組の下位側のもの(左右勝手を選択して適用方向を決めた当該補強板2の)みを用いている。
【0012】
前記横架材1の端部1´の側面には、補強板2の先端部側に設けた前記各組の第一透孔6,6中の上位側のもの6と一致する位置にして第一嵌挿孔7,7,7を設け、該第一嵌挿孔7,7,7中の最下位の第一嵌挿孔7(便宜上、符号7aで示す)の下側には該嵌挿孔7(符号7aで示す)と対応する前記第一透孔6(便宜上、符号6aで示す)と前記一組を成す下位側の透孔6(便宜上、符号6bで示す)と一致する位置にして他の第一嵌挿孔7(便宜上、符号7bで示す)を設ける一方、前記端部1´の側面の後端側には前記組付片5の後端部側に設けた第二透孔6A,6A,6Aと一致する位置にして第二嵌挿孔7A,7A,7Aを横設してある。
【0013】
また、横架材1の端面1aには、これら嵌挿孔7,7Aと交叉するようにして下端開口の係合溝(縦溝)8を設け、係合溝8は、構造材10側に突設した前記第一突子5と第二突子5Aが係合できる奥行幅を有する溝部8aと該溝部8aの奥壁の両隅部に溝部8aを部分的に延長させて設けた一対のスリット部8b,8bで構成し、この係合溝8に勝手方向を選択した一対の前記補強板2,2を該係合溝8の各側壁に重ね合わせるようにして係合して前記の通り横架材1(の端部1´)に互いに間隙bを存して固定してある。すなわち、補強板2は、後端部を係合溝8のスリット部8bに嵌挿させて先端部を溝部8aに配するようにして後端部側に設けた第二透孔6Aと横架材1側に設けた第二嵌挿孔7Aを一致させ、これらにドリフトピンで構成した固定杆9を、また、互いに一致する第一透孔6と第一嵌挿孔7同士中の最上位のものにドリフトピンで構成した最上位の掛止杆である第一掛止杆3をそれぞれ打ち込み、嵌挿して横架材1端部に互いに間隙bを存して固定してある。
【0014】
前記第一、第二の各突子5,5Aは、前記構造材10を貫通させ、構造材10より突出させた螺子部11にナット12を螺合して取付けたボルト杆13の頭部側で構成し、構造材10の側面(横架材1との対向面)に、前記間隙b或いは第一透孔6や第一嵌挿孔7と相対的に設定される位置関係にして縦方向に並設され、第一突子5は前記第一掛止杆3(最上位の第一透孔6や第一嵌挿孔7)と、第二突子5Aは最上位のものを除く他の第一透孔6(6a,6b)や最上位のものを除く他の第一嵌挿孔7(7a,7b)とそれぞれ一致するようにして構造材10に突設したものである。
【0015】
突子5,5Aの大径な(中間部より大きな径のある部分を備えた)先端部(ボルト杆13の頭部で構成する)5´,5´Aの後端側の周側に備えたテーパ縁a,a´(円錐台形体で構成した)は、横架材1の構造材10方向への引寄せ作用をするもので、第一突子5のテーパ縁aに第一掛止杆3が載ったとき、その傾斜により該掛止杆3は降下しつつ構造材10方向へ移動し、補強板2を取付けた横架材1は構造材10方向へ引き寄せられることになり、また、第二突子5Aのテーパ縁a´の場合は、該テーパ縁a´の一部が重なり合うようにして接合金具Aに設けた第一透孔6(6a,6b)(最上位のものを除く)に第二掛止杆3A又は係止杆4を挿通させたとき、掛止杆3A又は係止杆4がテーパ縁a´を相対的に押圧して第一透孔6(6a,6b)に挿通されることになり、第二掛止杆3A等により押圧されたテーパ縁a´すなわち第二突子5Aは定置状態にあるから第二掛止杆3A等を組付けた横架材1側が構造材10方向に移動することになり、横架材1は構造材10方向へ引き寄せられることになる。
【0016】
なお、実施形態の突子5,5Aの先端部5´,5´Aは、前記の通り、ボルト杆13の頭部で構成してあるが、これは突子5,5Aの中間部を挟持する掛止杆3又は3Aと係止杆4との離開幅(距離)より、先端部5´,5´Aが常時幅広い大径な状態位置に配することができるからで(ボルト杆13は回転方向においてはどの回転角度でも径の変化はない)、つまり、方向性を選ぶ必要がないからで、この意味において、突子5,5A(ボルト杆13)を構造材10に取付けるに際しての煩雑さは回避できる。従って、この煩雑さを無視すれば、突子5,5Aの先端部5´,5´Aは、その上端と下端のみを突出させた、側面視ほぼT字形のものでも不都合はなく、テーパ縁は省略しても良い。
【0017】
そして、横架材1に固着した補強板2,2間の間隙bに構造材10に突設した第一突子5及び第二突子5Aが、係合溝の下端開口部を通じて相対的に係合するようにして横架材1を構造材10の側面に沿って降下させると、間隙bの上部側に配した第一掛止杆3が第一突子5に掛止し、横架材1は第一突子5に掛止杆3を介して受止されて構造材10に仮接合される。この状態で互いに連通状態に有る第一透孔6(6a,6b)と第一嵌挿孔7に第二掛止杆3Aを打ち込み、嵌挿すると、第二掛止杆3Aは横架材1に横設、固定され第二突子5Aに受止される位置に配され、横架材1側の荷重を第二突子5Aに負荷させ、耐荷重強度を得られる。
【0018】
また、第二掛止杆3Aの打込み操作と相前後して最下位の第一透孔6(符号6bで示している)と第一嵌挿孔7(符号7bで示す)に前記係止杆4を打ち込み、嵌挿させると、係止杆4は最下位の第二突子5Aの下縁に接する位置にして横架材1に横設され、横架材1に下方から外力が負荷したとき、係止杆4が最下位の第二突子5Aに係止して横架材1の浮き上りが防止される状態になると同時に、最下位の第二突子5Aは係止杆4と第二掛止杆3Aとでその中間部を挟持された状態になるので、横架材1に対して構造材10から離開する方向の外力が負荷しても、第二突子5Aの大径な先端部5´Aの存在によって前記の挟持状態が維持され、横架材1の構造材10からの離脱が防止される状態にもなるのである。
【0019】
実施形態の場合は、図示6aで示す第一透孔および7aで示す第一嵌挿孔に嵌挿した第二掛止杆3Aに対応する、図示6bで示す第一透孔および7bで示す第一嵌挿孔に嵌挿した係止杆4のみを係止杆として用いているが、構造材1に突設した各突子5,5A全部を係止杆4と掛止杆3又は3Aで挟持させるようにすれば、構造材10に作用する横架材1からの離脱方向への外力に、尚一層対処することができる。
【0020】
なお、第二突子5A(これに対応する第一透孔6や第一嵌挿孔7)の数は適宜選択すれば良く、適宜数のものを選択して利用しても良く、また、第一、第二の掛止杆3,3Aは各突子(実施例では第一突子5と第二突子5Aの全部)の全部又は適宜のものに対応させて設けても良い(実施例の配置に限定する必要はない)。係止杆4については前記の通りである。
【0021】
なお、図17は、ボルト杆13の頭部側(突子5,5A側)に設けた係止鍔で、該係止鍔17が構造材10の側面に係止することにより各突子5,5Aを一定の突出量を備えた、設計通りの位置に配することができるのである。
【0022】
【発明の効果】
本発明は前記の通り、従来のように接合金具の存在による運搬上の不都合が生じることがなく、横架材を構造材に確実に接合することのできる斬新な構造の接合装置を提供できる。また、本発明にあっては、横架材に補強板を設けて該補強板を通じて前記横架材に掛止杆や係止杆を嵌挿するようにしているため、該掛止杆等を介する外力が横架材に負荷してもその損傷を防ぐことができ、従って、掛止杆等を構造材に近接させて配せられ、必然的に構造材側の突子の突出量を低減でき、突出量の大きいことによる突子の耐力の低下を防げ、総じて横架材の接合状態を簡単な構造で確実に維持できる装置を提供できる。
【図面の簡単な説明】
【図1】縦断面図。
【図2】横断面図。
【図3】補強板の斜視図。
【符号の説明】
1 横架材
1´ 端部
2 補強板
3 第一掛止杆
3A 第二掛止杆
4 係止杆
5 第一突子
5A 第二突子
6 第一透孔
7 第一嵌挿孔
8 係合溝
10 構造材
[0001]
[Industrial applications]
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for joining horizontal members, such as beams or girders of a wooden building, to be joined to a structure such as a pillar or a trunk.
[0002]
[Prior art]
A mounting metal is constituted by a mounting plate and a bonding plate protruding from a front surface of the mounting plate, and the mounting plate of the bonding metal is bolted to a structural material such as a pillar or a body difference so that the bonding plate protrudes from the structural material. The joining plate is engaged with a slit vertically provided on an end face of a horizontal member such as a beam, a girder, etc., and an end portion of the horizontal member is inserted into a through-hole provided in the metal joint through a horizontal member through a drift pin. (See, for example, Patent Document 1).
[0003]
[Patent Document 1]
Published Japanese Utility Model Application No. 4-200503
[Problems to be solved by the invention]
In the structure described in the above publication, a joining metal fitting is attached to a side surface of a structural material, and a slit provided on an end face of a horizontal member is engaged with the joining metal to join the joining metal. It is inconvenient to transport and handle if the metal fittings protrude from the side of the structural wood at the time of shipment from factories, etc., so it is necessary to attach the metal fittings to the wood at the site, so noise and noise at the site Various inconveniences occur, such as a prolonged construction period.
[0005]
The present invention has been devised in view of such a drawback of the conventional example, and has been devised to provide an apparatus capable of securely connecting the horizontal members.
[0006]
[Means for Solving the Problems]
At the end of a horizontal member such as a beam, the reinforcing plate is overlapped with each side wall of an engaging groove of a lower end opening vertically provided on the end surface thereof, and a reinforcing plate is fastened with a gap therebetween. A first protrusion having a large-diameter end portion, wherein a first latching rod is provided laterally above the end portion of the horizontal member through which the first latching rod is supported in the gap. An appropriate number of second protrusions having a large-diameter tip portion, which are located below the first protrusion and positioned in the gap through the lower end opening, for structural materials such as pillars and trunk differences A second latching rod projecting from a side surface and latching on the second projection is positioned on the lower side of one or both of the first projection and the second projection, and the projection is positioned on the second projection. The respective insertion holes of the locking rods sandwiched between the first and second locking rods coincide with the through holes for the locking rods provided on the reinforcing plate on the side surfaces of the end of the horizontal member. The horizontal structure And a taper edge having a diameter gradually increasing toward the distal end of the distal end of the first and second protruding ends. If the first and second latching rods, the latching rods, and all or a part of the latching pieces are arranged at positions in contact with the tapered edge, the structural member direction of the horizontal member at the time of joining is added. It can be drawn to.
[0007]
BEST MODE FOR CARRYING OUT THE INVENTION
The drawings show an embodiment of a joining device for a transverse member according to the present invention, FIG. 1 is a longitudinal sectional view, FIG. 2 is a transverse sectional view, and FIG. 3 is a perspective view of a reinforcing plate.
[0008]
In the joining apparatus of the embodiment, a pair of reinforcing plates 2 and 2 are attached (fixed) to the side of a horizontal member (in the embodiment, a beam but may be a girder) 1, and the horizontal member is passed through the reinforcing plates 2 and 2. The first and second locking rods 3, 3A and the locking rod 4, which are inserted into the end of the first member 1, are provided on the side of the structural material (in the embodiment, it is a pillar, but may be a body difference) 10 side. The horizontal member 1 is joined to the structural member 10 in combination with the second protrusions 5 and 5A.
[0009]
The reinforcing plate 2 is made of a flat plate made of a steel plate, and has a pair of first through holes 6,6,6,6,6,6 at the front end and three second through holes 6A, 6A at the rear end. , 6A are provided symmetrically in the vertical direction so that the right-left direction can be freely selected and used.
[0010]
However, the reinforcing plate 2 of the embodiment faces the longitudinal direction (end face) of the horizontal member 1 so that it can be applied to either the left or right side, thereby reducing the manufacturing cost and inventory management cost of the reinforcing plate 1. However, if these points are ignored, there is no inconvenience even if dedicated reinforcing plates (for example, the positions of the through holes 6 and 6A are provided in a vertically asymmetric manner) are used independently of each other.
[0011]
In addition, although the upper one of the first through holes 6,6,6,6,6,6 in each pair is always used, the lower one may be always used in each pair (in this case, As shown in FIG. 1, in the embodiment, only the lowermost pair of the lowermost set (of the reinforcing plate 2 whose right and left hand is selected to determine the application direction) is used in the embodiment. ing.
[0012]
On the side surface of the end 1 ′ of the horizontal member 1, a position corresponding to the upper one 6 in the first through holes 6, 6 of each set provided on the tip end side of the reinforcing plate 2 is formed. One of the first insertion holes 7, 7, 7 is provided, and the lower one of the first insertion holes 7, 7, 7 (indicated by a reference numeral 7a for convenience) has a lower side. The first through-hole 6 (shown by reference numeral 6a) corresponding to the hole 7 (shown by reference numeral 7a) and the lower through-hole 6 (shown by reference numeral 6b for convenience) forming the set are aligned with the first through-hole 6 (shown by reference numeral 6b). In addition, another first fitting hole 7 (for convenience, denoted by reference numeral 7b) is provided, while a second transparent hole provided on the rear end side of the mounting piece 5 is provided on the rear end side of the side surface of the end portion 1 '. The second fitting insertion holes 7A, 7A, 7A are provided horizontally at positions corresponding to the holes 6A, 6A, 6A.
[0013]
Further, an engaging groove (vertical groove) 8 having a lower end opening is provided on the end surface 1a of the horizontal member 1 so as to intersect with the fitting holes 7 and 7A, and the engaging groove 8 is provided on the structural material 10 side. A pair of groove portions 8a having a depth width with which the first and second protrusions 5 and 5A can be engaged, and a pair of groove portions 8a provided at both corners of the inner wall of the groove portion 8a so as to be partially extended. A pair of the reinforcing plates 2, 2 which are constituted by the slit portions 8b, 8b, and whose direction of hand is selected in the engaging groove 8, are engaged with each other so as to overlap with each side wall of the engaging groove 8 as described above. The horizontal members 1 (ends 1 'thereof) are fixed to each other with a gap b therebetween. That is, the reinforcing plate 2 has a rear end portion fitted into the slit portion 8b of the engagement groove 8 and a front end portion disposed in the groove portion 8a, and the reinforcing plate 2 is transversely connected to the second through hole 6A provided on the rear end side. The second fitting holes 7A provided on the material 1 side are made to coincide with each other, and the fixed rod 9 constituted by the drift pin is fitted to these, and the first through hole 6 and the topmost one of the first fitting holes 7 which match each other. The first latching rods 3, which are the uppermost latching rods composed of drift pins, are driven into each of them, and are fitted and fixed to the ends of the horizontal members 1 with a gap b therebetween.
[0014]
The first and second protrusions 5 and 5A penetrate the structural material 10 and are connected to a screw portion 11 protruding from the structural material 10 by screwing a nut 12 to a head side of a bolt rod 13. And the longitudinal direction is set on the side surface (the surface facing the horizontal member 1) of the structural material 10 in a positional relationship set relatively to the gap b or the first through hole 6 or the first insertion hole 7. The first protruding member 5 includes the first latching rod 3 (the uppermost first through hole 6 and the first fitting insertion hole 7), and the second protruding member 5A except for the uppermost one. The first through hole 6 (6a, 6b) and the other first fitting holes 7 (7a, 7b) except for the uppermost one are protruded from the structural material 10 respectively.
[0015]
Large diameter (with a portion having a diameter larger than the middle portion) distal ends of the protrusions 5 and 5A (constituted by the heads of the bolt rods 13) 5 'and 5'A provided on the peripheral side on the rear end side. The tapered edges a, a ′ (formed of a truncated conical body) serve to pull the transverse member 1 in the direction of the structural material 10, and the first hook 5 is attached to the tapered edge a of the first protrusion 5. When the rod 3 is mounted, the inclination of the rod 3 causes the hanging rod 3 to move in the direction of the structural member 10 while descending, so that the horizontal member 1 on which the reinforcing plate 2 is attached is drawn in the direction of the structural member 10, and In the case of the tapered edge a 'of the second protrusion 5A, the first through-hole 6 (6a, 6b) (the uppermost one) is formed in the joint fitting A so that a part of the tapered edge a' overlaps. When the second locking rod 3A or the locking rod 4 is inserted through the first through hole 6 (6), the locking rod 3A or the locking rod 4 relatively presses the tapered edge a '. , 6b), and the tapered edge a 'pressed by the second latching rod 3A or the like, that is, the second protruding member 5A is in the fixed state, so that the lateral side on which the second latching rod 3A or the like is assembled. The bridge 1 moves in the direction of the structural member 10, and the horizontal member 1 is drawn in the direction of the structural member 10.
[0016]
In addition, although the tip parts 5 'and 5'A of the protrusions 5 and 5A of the embodiment are constituted by the heads of the bolt rods 13 as described above, they hold the intermediate parts of the protrusions 5 and 5A. Due to the separation width (distance) between the engaging rod 3 or 3A and the engaging rod 4, the distal end portions 5 'and 5'A can always be arranged at a wide large-diameter position (the bolt rod 13 is There is no change in the diameter at any rotation angle in the rotation direction), that is, it is not necessary to select the directionality. In this sense, it is complicated to attach the protruding members 5, 5A (bolt rod 13) to the structural member 10. Can be avoided. Therefore, if this complication is neglected, the tip portions 5 ', 5'A of the protruding members 5, 5A may be of a substantially T-shape in side view, in which only the upper end and the lower end thereof are protruded. May be omitted.
[0017]
The first protrusion 5 and the second protrusion 5A projecting from the structural material 10 in the gap b between the reinforcing plates 2 and 2 fixed to the horizontal member 1 relatively through the lower end opening of the engagement groove. When the horizontal member 1 is lowered along the side surface of the structural member 10 so as to be engaged, the first latching rod 3 arranged on the upper side of the gap b is hooked on the first protrusion 5, The member 1 is received by the first protrusion 5 via the retaining rod 3 and is temporarily joined to the structural member 10. In this state, the second latching rod 3A is driven into the first through hole 6 (6a, 6b) and the first fitting insertion hole 7 which are in communication with each other, and when the second latching rod 3A is inserted, the second latching rod 3A becomes the horizontal member 1 , And is disposed at a position where it is fixed and received by the second protruding member 5A, and the load on the horizontal member 1 is applied to the second protruding member 5A, thereby obtaining load resistance.
[0018]
The locking rod is inserted into the lowermost first through hole 6 (indicated by reference numeral 6b) and the first fitting insertion hole 7 (indicated by reference numeral 7b) immediately before and after the driving operation of the second latching rod 3A. 4, the locking rod 4 is placed laterally on the horizontal member 1 at a position in contact with the lower edge of the lowermost second protrusion 5A, and an external force is applied to the horizontal member 1 from below. At this time, the locking rod 4 is locked to the lowermost second projection 5A to prevent the horizontal member 1 from being lifted, and at the same time, the lowermost second projection 5A is Since the intermediate portion is sandwiched by the second latching rod 3A, even if an external force is applied to the horizontal member 1 in the direction of separating from the structural member 10, the large diameter of the second protrusion 5A can be obtained. Due to the presence of the extreme tip 5'A, the above-described holding state is maintained, and the horizontal member 1 is prevented from being detached from the structural member 10.
[0019]
In the case of the embodiment, the first through-hole shown in FIG. 6b and the second through-hole shown in FIG. 6b corresponding to the second latching rod 3A fitted in the first through-hole shown in FIG. 6a and the first fitting insertion hole shown in 7a. Although only the locking rod 4 inserted into the one insertion hole is used as the locking rod, all of the protruding members 5 and 5A protruding from the structural material 1 are fixed by the locking rod 4 and the locking rod 3 or 3A. If it is made to be clamped, it is possible to further cope with an external force acting on the structural material 10 in the direction of detachment from the horizontal member 1.
[0020]
The number of the second protrusions 5A (the corresponding first through holes 6 and the first insertion holes 7) may be appropriately selected, and an appropriate number may be selected and used. The first and second locking rods 3 and 3A may be provided corresponding to all or appropriate ones of the respective protrusions (in the embodiment, all of the first protrusion 5 and the second protrusion 5A) (implementation). It is not necessary to limit to the example arrangement). The locking rod 4 is as described above.
[0021]
FIG. 17 shows locking flanges provided on the head side (bolts 5 and 5A side) of the bolt rod 13. , 5A can be arranged at a designed position with a certain amount of protrusion.
[0022]
【The invention's effect】
As described above, the present invention can provide a joining device having a novel structure capable of securely joining a horizontal member to a structural material without causing any inconvenience in transportation due to the presence of a joining metal as in the related art. Further, in the present invention, a reinforcing plate is provided on the horizontal member, and a locking rod or a locking rod is inserted into the horizontal member through the reinforcing plate. Even if an external force is applied to the horizontal member, it can be prevented from being damaged. Therefore, the latching rod and the like are arranged close to the structural material, and the protrusion of the protrusion on the structural material side is inevitably reduced. Thus, it is possible to provide a device that can prevent a decrease in the proof stress of the protrusion due to a large protrusion amount, and can reliably maintain the joined state of the horizontal members with a simple structure as a whole.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view.
FIG. 2 is a cross-sectional view.
FIG. 3 is a perspective view of a reinforcing plate.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Horizontal member 1 'End part 2 Reinforcement plate 3 First latching rod 3A Second latching rod 4 Locking rod 5 First protrusion 5A Second protrusion 6 First through hole 7 First fitting hole 8 Groove 10 Structural material

Claims (2)

梁などの横架材の端部に、その端面に縦設した下端開口の係合溝の相対する各側壁に重ね合わせ、かつ、互いに間隙を存して補強板を止着し、該補強板を通じて第一掛止杆を横架材の前記端部の上部側に横設し、この第一掛止杆を前記間隙内で受支する、大径な先端部を備えた第一突子と、該第一突子より下側にして前記下端開口部を通じて前記間隙内に位置させる、適宜数の、大径な先端部を備えた第二突子を、柱や胴差などの構造材の側面に突設し、前記第二突子に掛止する第二掛止杆と、前記第一突子と第二突子の一方又は双方の下側にそれぞれ位置させて該突子を前記第一又は第二の掛止杆とで挟持する係止杆のそれぞれの嵌挿孔を、横架材の前記端部の側面に、前記補強板に設けた係止杆貫通用の透孔と一致するように横設した、横架材の接合装置。At the end of a horizontal member such as a beam, the reinforcing plate is overlapped with each of the opposite side walls of an engaging groove of a lower end opening vertically provided on the end surface thereof, and a reinforcing plate is fastened with a gap therebetween. A first protrusion having a large-diameter end portion, a first latching rod is provided laterally on an upper side of the end of the horizontal member, and the first latching rod is received in the gap. An appropriate number of second protrusions having a large-diameter tip portion, which are positioned below the first protrusion and positioned in the gap through the lower end opening portion, of a structural material such as a pillar or a body difference. A second latching rod projecting from the side surface and latching on the second projection is positioned on the lower side of one or both of the first projection and the second projection, and the projection is positioned on the second projection. The respective insertion holes of the locking rods sandwiched between the first and second locking rods coincide with the through holes for the locking rods provided in the reinforcing plate on the side surfaces of the end portion of the horizontal member. To lay down, Bonding apparatus of bridging member. 第一突子と第二突子のそれぞれの先端部の後端側の周側に、前記先端部の先端方向に漸次大径とするテーパ縁を設け、このテーパ縁と接する位置に第一、第二の掛止杆と係止杆および係止片の全部又は一部を配置した、請求項1記載の横架材の接合装置。On the peripheral side of the rear end side of the distal end of each of the first and second protruding parts, a tapered edge having a gradually increasing diameter in the distal direction of the distal end is provided, and the first and second positions are in contact with the tapered edge. The joining device for a transverse member according to claim 1, wherein all or a part of the second latching rod, the latching rod, and the latching piece are arranged.
JP2002357700A 2002-12-10 2002-12-10 Horizontal material joining device Expired - Fee Related JP3968006B2 (en)

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JP2004190287A true JP2004190287A (en) 2004-07-08
JP3968006B2 JP3968006B2 (en) 2007-08-29

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