JP5398460B2 - Horizontal material joining device - Google Patents
Horizontal material joining device Download PDFInfo
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- JP5398460B2 JP5398460B2 JP2009237042A JP2009237042A JP5398460B2 JP 5398460 B2 JP5398460 B2 JP 5398460B2 JP 2009237042 A JP2009237042 A JP 2009237042A JP 2009237042 A JP2009237042 A JP 2009237042A JP 5398460 B2 JP5398460 B2 JP 5398460B2
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Description
本発明は、木造建物の梁や桁などの横架材を、柱や胴差などの構造材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。 The present invention relates to a horizontal member joining apparatus applied to join horizontal members such as beams and girders of a wooden building to structural members such as columns and trunks.
梁や桁などの横架材を接合する、柱や胴差などの構造材の側面に、背板と該背板の両側に相対設し、しかも、上端に受止縁を、適所に貫挿孔をそれぞれ設けた側板とで構成した横断面コ字形の接合金具を、前記背板を、前記構造材の側面に重ね合わせて固定すると共に、前記横架材の端面に下面開口の凹入部を設け、該凹入部の開放端側の係合溝と、該係合溝に連通する奥端側のスリット溝に補強板を、スリット溝毎に係合して前記接合金具の係合間隙を存して相対設し、該補強板の前記開放端側の上方に、前記係合間隙に係合したときの前記接合金具の前記受止縁に掛止する掛止杆を、前記横架材端部を通じて架設し、前記貫挿孔に一致させて前記横架材を通じて挿通する係止杆の貫挿孔を前記補強板に設けた構造のものがある(例えば、特許文献1)。 A horizontal plate such as a beam or girder is joined to the side of a structural material such as a column or a trunk, and the back plate is placed relative to both sides of the back plate. A joint fitting having a U-shaped cross section composed of a side plate provided with a hole is fixed to the side plate of the structural member with the back plate overlapped with the side surface of the structural member, and a recessed portion of a lower surface opening is formed on the end surface of the horizontal member. A reinforcing plate is engaged with the engagement groove on the open end side of the recess and the slit groove on the back end side communicating with the engagement groove, and the engagement gap of the joint fitting is provided for each slit groove. And a locking rod that engages with the receiving edge of the joint fitting when engaged with the engagement gap above the open end side of the reinforcing plate. There is a structure in which the reinforcing plate is provided with an insertion hole of a locking rod that is installed through a part and is made to match the insertion hole through the horizontal member (for example, Patent Document 1).
前記従来例のものは、一対の補強板を互いに別体に構成してあるので、該補強板を横架材の端部に係止杆を用いて組付けるとき、各補強板をそれぞれ支えるようにして該補強板に設けた取付け孔と、横架材側に設けた止着孔を一致させた上、これらに止着杆を挿通させなければならず、補強板の横架材に対する組付け作業が煩雑となる。 In the conventional example, the pair of reinforcing plates are configured separately from each other. Therefore, when the reinforcing plates are assembled to the ends of the horizontal members using the locking rods, the reinforcing plates are supported. The mounting hole provided in the reinforcing plate and the fixing hole provided on the horizontal member side must be matched, and a fixing rod must be inserted through these holes, and the reinforcing plate is assembled to the horizontal member. Work becomes complicated.
また、接合状態時には、横架材に負荷される荷重は、構成上、概し、止着杆に集中、負荷されるため、横架材の該止着杆近傍が裂傷するおそれがある。 Further, in the joined state, the load applied to the horizontal member is generally concentrated and loaded on the fixing rod in terms of configuration, and there is a possibility that the vicinity of the fixing rod of the horizontal member may be torn.
本発明は、従来例と同様の接合強度を備え、しかも、組付け上の煩雑さや裂傷のおそれをできるだけ低減した横架材の接合装置を提供することを目的として創案したものである。 The present invention was devised for the purpose of providing a joining apparatus for a horizontal member that has the same joining strength as that of the conventional example and that reduces the complexity of assembly and the risk of laceration as much as possible.
梁や桁などの横架材を接合する、柱や胴差などの構造材の側面に、背板と該背板の両側に相対設し、しかも、上端に受止縁を、適所に接続孔をそれぞれ設けた側板とで構成した横断面コ字状の接合金物を、前記背板を前記構造材の側面に重ね合わせて固定すると共に、前記横架材の端面に下面開口の凹入部を設け、該凹入部の開放端側の係合溝と該係合溝に連通する奥端側のスリット溝に係合した一対の補強板を、該補強板側の止着孔と前記横架材側の止着孔に止着杆を挿通して前記横架材の端部に取付け、該補強板の前記開放端側の上方に、前記補強板間の係合間隙に係合したときの前記接合金物の前記受止縁に掛止する掛止杆を、前記横架材端部を通じて架設すると共に、前記接続孔に一致させて前記横架材を通じて挿通する接続杆の接続孔を前記補強板に設け、該補強板を、上面が前記横架材の下端に接する仲介板で後端部下端において互いに接続して一体的にして接続金物としたことを基本的手段とする。 On the side of a structural material such as a column or trunk that joins horizontal members such as beams and girders, the back plate and relative to both sides of the back plate are provided. A joint metal having a U-shaped cross section composed of a side plate provided with each of the side plates is fixed with the back plate overlaid on the side surface of the structural material, and a recessed portion of a lower surface opening is provided on the end surface of the horizontal material. A pair of reinforcing plates engaged with an engaging groove on the open end side of the recessed portion and a slit groove on the far end side communicating with the engaging groove, and a fastening hole on the reinforcing plate side and the horizontal member side When the fastening rod is inserted into the fastening hole and attached to the end portion of the horizontal member, the joining when the engaging plate is engaged with the engaging gap between the reinforcing plates above the open end side of the reinforcing plate. A latching rod for hanging on the receiving edge of the hardware is constructed through the end of the horizontal member, and connected to the connecting rod inserted through the horizontal member so as to coincide with the connection hole. A basic means is that a hole is provided in the reinforcing plate, and the reinforcing plate is integrally connected to each other at the lower end of the rear end portion by an intermediate plate whose upper surface is in contact with the lower end of the horizontal member, thereby forming a connection hardware. .
本発明によれば、従来例と同様、横架材を構造材に確実に接合することのできる接合装置を提供できることは勿論、一対の補強板が仲介板を介して接続されて接続金物の構成材として一体として取扱いのできるものとして構成してあるから、該補強板同士の位置合わせをする必要がなく、従って、横架材に対する組付け作業を簡単に行うことができ、比較的接合作業を円滑に行える接合装置を提供できるものである。しかも、仲介板が横架材側からの負荷荷重を受けるから、従来のように止着杆等のみで受けるものと較べ、横架材の裂傷の可能性を低減することもできる。 According to the present invention, as in the conventional example, it is possible to provide a joining device that can reliably join the horizontal member to the structural member. Of course, the pair of reinforcing plates are connected via the mediating plate to form the connection hardware. Since it is configured as a material that can be handled as a single unit, there is no need to align the reinforcing plates, so that the assembly work for the horizontal member can be easily performed, and a relatively joining operation can be performed. It is possible to provide a joining apparatus that can perform smoothly. Moreover, since the intermediate plate receives a load from the side of the horizontal member, it is possible to reduce the possibility of tearing of the horizontal member as compared with the case where the intermediate plate is received only by a fastening rod or the like.
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側に接続金物2を取付け(固着し)、該接続金物2と構造材(実施例では柱であるが胴差でも良い)3側に設けた接合金物4を互いに組合わせて前記横架材1を構造材に接合するものである。
In the joining device of the embodiment, a connecting
接続金物2は、長方形状の一対の補強板5,5と、該補強板5,5を後端部下端において接続して一体にした仲介板6で構成した縦断面コ字状の鋼製枠体で構成し、補強板5,5の先端部(構造材3側の一側部)には、掛止杆7挿通用の透孔8と該透孔8の直下に並べて接続杆9挿通用の、一対の接続孔10,10を設け、後端部の、前記仲介板6の直上位置には、一対の、止着杆11挿通用の止着孔12,12を上下方向に並べて設けたものである。
The
前記横架材1の端部1´の側面の先端には、接続金物2の前記補強板5の先端部に設けた透孔8および一対の接続孔10,10と一致する位置にして透孔8Aおよび一対の接続孔10A,10Aを設け、該接続孔10Aより後方側に補強板5に設けた前記止着孔12,12と一致する位置にして止着孔12A,12Aを設け、これら透孔8A、接続孔10Aおよび止着孔12Aと直交する、下面開口の凹入部13を前記横架材1の端面1´aに設けてある。
At the front end of the side surface of the
凹入部13は、前記端面1´a側すなわち開放端側の係合溝13aと該係合溝13aに連通する奥端側両隅部のスリット溝13b,13bで構成し、横架材1の端面1´aに設けた、この凹入部13に、補強板5を、開口下端側から、仲介板6の上面がスリット溝13b,13bで区画された、舌状の横架材部片1aに接触するまで挿入して組合わせ、つまり、前記係合溝13aより外れるスリット溝13bの直下位置に補強板5が配せられることにより、該補強板5が横架材部片1aに接触するまで挿入して組合わせたとき、互いに一致するように予め設けてある横架材1側の止着孔12と接続金物2(補強板5)側の止着孔12Aに止着杆11を挿通し、また、同様に互いに一致するように設けた横架材1側の透孔8Aと接続金物2(補強板5)側の透孔8に、透孔8A側から掛止杆7を挿通して接続金物2を横架材1の端部に取付け、接続金物2を組付けた横架材1を得られる。
The
前記接合金物4は、背板14と該背板14の両側に相対設し、しかも、上縁に半円状の底縁を備えた受止縁15を、該受止縁15の直下の適所に前記補強板5に設けた接続孔10と一致する位置にして接続孔10Bを設けた一対の側板16,16で構成した横断面コ字形の鋼製枠で構成し、構造材3の側面に背板14を重ね合わせ、該背板14に設けた取付け孔17に取付け杆18(実施形態ではボルト杆を用いるが取付け手段は自由に選択すれば良い)を挿通して構造材3に取付けたものである。
The
そして、構造材3に取付けた(固定した)接合金物4を、横架材1に組付けた接続金物2の補強板5,5間の係合間隙19内に係合するようにして、横架材1を構造材3に沿わせて降下させ、横架材1側に架設した掛止杆7を構造材3の接合金物4の受止縁15に係合、受支させると、横架材1は構造材3に仮接合された状態となる。
Then, the joining
この仮接合状態で、横架材1側の接続孔10,10Aと構造材3(接合金物2)側の接続孔10Bに前記接続杆9を挿通させると、横架材1の構造材3に対する実施形態を利用した接合状態を得ることができる。
When the connecting
なお、図6、図7および図8乃至図10で示す第二、第三および第四の各実施形態の接続金物は、第一実施形態のものと、同じ符号で示すように、横架材1の大きさに合わせて止着孔12、接続孔10の数、位置を変えただけ(もとより、これに対応して、接合金物2の大きさ、接続孔10Aの位置も変るが)、残余の点は、第一実施形態と同様であるので説明は省略する。
6, 7, and 8 to 10, the connection hardware of each of the second, third, and fourth embodiments is the same as that of the first embodiment. The number of the
もっとも、図8乃至図10で示す第四実施形態の接続金物2は、補強板5の下端の先後の中間部に仲介板6に隣接させて補強板5に対して直交する方向に突出する受部片26を設け、接続金物2を横架材1に組付けたとき、前記横架材部片1aに仲介板6の上面が接すると同様に、この受部片26が横架材部1a´に接してこれからの荷重を受け、尚一層の耐荷重強度を得られるようにしてある。
Of course, the
1 横架材
3 構造材
4 接合金物
5 補強板
6 仲介板
7 掛止杆
10,10B 接続孔
11 止着杆
12,12A 止着孔
13 凹入部
13a 係合溝
13b スリット溝
14 背板
15 受支縁
16 側板
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JP2009237042A JP5398460B2 (en) | 2009-10-14 | 2009-10-14 | Horizontal material joining device |
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JP2009237042A JP5398460B2 (en) | 2009-10-14 | 2009-10-14 | Horizontal material joining device |
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JP2011084893A JP2011084893A (en) | 2011-04-28 |
JP5398460B2 true JP5398460B2 (en) | 2014-01-29 |
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JPH11256685A (en) * | 1998-03-09 | 1999-09-21 | Toa Engineering:Kk | Horizontal member with joining fitting in wooden building |
JP3653503B2 (en) * | 2002-02-05 | 2005-05-25 | エス・バイ・エル株式会社 | Horizontal material joining device |
JP2006089914A (en) * | 2004-09-21 | 2006-04-06 | Kaneshin:Kk | Joint device for horizontal member |
JP4833627B2 (en) * | 2005-09-29 | 2011-12-07 | 大和ハウス工業株式会社 | Vibration-damping joint structure between column members such as columns and beams |
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