JP4047759B2 - Shaft assembly joining equipment - Google Patents

Shaft assembly joining equipment Download PDF

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Publication number
JP4047759B2
JP4047759B2 JP2003123171A JP2003123171A JP4047759B2 JP 4047759 B2 JP4047759 B2 JP 4047759B2 JP 2003123171 A JP2003123171 A JP 2003123171A JP 2003123171 A JP2003123171 A JP 2003123171A JP 4047759 B2 JP4047759 B2 JP 4047759B2
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Japan
Prior art keywords
shaft assembly
rod
receiving protrusion
receiving
tip
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JP2003123171A
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Japanese (ja)
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JP2004324323A (en
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畠山貞幸
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畠山 貞幸
株式会社カネシン
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Priority to JP2003123171A priority Critical patent/JP4047759B2/en
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【0001】
【産業上の利用分野】
本発明は、例えば、木造建物における、梁や桁などの横架材(端部)を、柱や胴差などの構造材(梁や桁に対して直交する方向に配する軸組材)に接合するために用いる軸組材の接合装置に関するものである。
【0002】
【従来の技術】
柱などの構造材に設けた凹部に嵌合して該構造材に締結する基板の表面に、水平方向にして支承板を、垂直方向にして嵌入板をそれぞれ設け、梁などの横架材側に設けたスリットに前記嵌入板を相対的に嵌入させて、前記支承板上に前記横架材の端部を載置し、横架材と前記嵌入材とを組付杆で互いに止着するようにして前記横架材を前記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4−20503号公報
【0004】
【発明が解決しようとする課題】
前記従来例は、基板の表面に下端側から水平方向にして支承板を、垂直方向にして嵌入板を設けた接合金具を用いての接合のため、接合金具自体に製作上の煩雑さがあり、また、構造材に設けた凹入部に基板を嵌入させて該構造材に締結しなければならない等の締結上(構造材に対する組付け上)の煩雑さもある。
【0005】
本発明は、前記従来のような製作や取扱い上煩雑な接合金具を用いることなく、接合作業が簡単で、軸組材の所謂金物接合の、簡略化と低コスト化を図ることのできる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。
【0006】
【課題を解決するための手段】
一方の軸組材の側面に受支突子を突設し、該受支突子を係合した縦溝を、他の一方の軸組材の、前記側面に当接する端面に設け、該縦溝に前記受支突子を介して相対して一対の補強板を収設し、該補強板を通じて前記他の一方の軸組材に嵌挿した掛止杆を前記受支突子に掛止すると共に、受支突子を、一方の軸組材を貫通させたボルト杆の先端に螺合したナット材で構成したものである。
【0007】
なお、受支突子を、一方の軸組材を貫通させたボルト杆の先端に螺合したナット材で構成することにより、受支突子を簡単に得られ、また、市販のボルト杆を用いることができるから安価な装置を提供できる。
【0008】
因みに、受支突子を構成するナット材を、ボルト杆先端に螺合する螺子筒と該螺子筒の一端に設けた頭部とで構成し、頭部を、前記螺子筒側の部分を螺子筒側の一端から次第に拡径する円錐台形状にして設けたテーパ部と、該テーパ部とボルト頭部状の先端部との間に配した鍔部を備えたものとすることにより、掛止杆がテーパ部に掛止されて一方の軸組材側に移動するから、他の一方の軸組材の、一方の軸組材方向へ引き寄せられ、接合状態が堅牢な装置を提供できる。
【0009】
【発明の実施の形態】
実施形態は、一方の軸組材である柱(胴差でも良い)1A、棟梁1B或いは軒梁1Cの側面1A´,1B´,1C´に第一、第二の受支突子2,2´を突設し、該第一、第二の受支突子2,2´を利用して他の一方の軸組材である梁(桁でも良い)3A或いは登り梁3Bを前記側面1A´,1B´,1C´において柱1A又は棟梁1B若しくは軒梁1Cに接合するようにしたものである。
【0010】
【第一実施形態】
図1は縦断面図、図2は横断面図、図3は図1の一部拡大図である。
【0011】
これら図1乃至図3で示す第一実施形態は、柱1Aと梁3Aを互いに接合するようにしたもので、柱1Aの側面1A´に設けた第一、第二の受支突子2,2´は、柱1Aに設けた貫通孔4にボルト杆5を貫通させてその先端部を前記側面1A´より突出させ、該先端部にナット材6を螺合締付けて構成したものである。そして、各受支突子2,2´,2´は、最上位の受支突子2すなわち、第一受支突子2の直下に一対の第二受支突子2´,2´を縦方向に直列に並べた配置関係にし、それぞれに前記梁3Aに嵌挿して組付ける第一掛止杆7又は第二掛止杆7´を載置(掛止)するようにしたものである。
【0012】
ナット材6は、螺子筒6aと該螺子筒6aの一端に設けた頭部6bとで成り、頭部6bを、前記螺子筒6a側の部分を螺子筒6a側の一端から次第に拡径する円錐台形状にして設けたテーパ部2aと、該テーパ部2aとボルト頭部状の先端部6b´´との間に配した鍔部2bを備えたものである。
【0013】
なお、受支突子2,2´(ナット材6)と柱1Aの前記側面1A´との間には座金8(前記鍔部2bより径の大きい円形板状態で成る)を介在させ、ナット材6をボルト杆5の、前記柱1Aより突出する先端に螺合締め付けて該受支突子2,2´を得る(構成する)際、ナット材6が柱1Aの側面1A´に滅り込むのを防ぐようにしてある。ボルト杆5の頭部と柱1との間に介在させた座金8´も同様にボルト杆5頭部の柱1Aへの滅り込みを防止する。
【0014】
前記梁3Aは、柱1Aの前記側面1A´に当接する端面3A´の中央部に前記第一、第二の受支突子2,2´及び座金8を係合して収納するに足る径幅の有る縦溝9を設けてある。
【0015】
縦溝9は、前記端面3A´側の大径部9aと該大径部9aの奥壁9a´の両側のそれぞれに梁3Aの長手方向に沿う切目(スリット)状にして設けた小径部9b,9bとで成り、この縦溝9に一対の補強板10,10を装置して梁3Aの端部を補強して、前記掛止杆7,7´を受支突子2,2´に掛止(載置)したときに、掛止杆7,7´に負荷する梁3Aの荷重に対処するようにしてある。
【0016】
補強板10は鋼製の平板体で成り、一側(前記縦溝9の大径部9a側の)に柱1A側に設けた受支突子2又は2´に対応するようにして一対三組の第一透孔11,11、11,11、11,11を、他の一側(前記縦溝9の小径部9b側の)に3個の第二透孔12,12,12をそれぞれ上下対称的に設けて、該透孔11,12を利用して梁3Aや受支突子2,2´と組付けるようにしてある。透孔11,12の数、位置を上下対称的にしたのは取扱い上の便利さ(方向性が自在であるから)と当該補強板10の製造コストや在庫管理費の節減を図るためである。
【0017】
そして、前記梁3Aの端部の側面には、この補強板10の一側に設けた各組の第一透孔11,11中の上位側のものと一致する位置にして、しかも、縦溝9の大径部9aと交差させて、第一嵌挿孔13,13,13を設け、該第一嵌挿孔13,13,13中の最下位の第一嵌挿孔13(便宜上、符号13aで示す)の下側には該嵌挿孔13(13a)と対応する前記第一透孔11(便宜上、符号11aで示す)と前記一組を成す下位側の第一透孔11(便宜上、符号11bで示す)と一致する位置にして他の第一嵌挿孔13(便宜上、符号13bで示す)を設ける一方、梁3Aの前記端部の側面の後端側には前記補強板10の他の一側側に設けた第二透孔12,12,12と一致する位置にして縦溝9の小径部9bに交差させて第二嵌挿孔15,15,15を横設してある。
【0018】
また、前記補強板10は、前記第二透孔12側の一側を縦溝9の小径部9bに、第一透孔11側の他の一側を大径部9aにそれぞれ配するようにして該補強板10側の第二透孔12と梁3A側の第二嵌挿孔15を一致させ、これらにドリフトピンで構成した組付杆16を、また、互いに一致させた第一透孔11と第一嵌挿孔13同士中の最上位のものにドリフトピンで構成した前記第一掛止杆7をそれぞれ打込み、嵌挿して梁3A端部に固定され、梁3Aの端部にはこの補強板10,10で構成される係合間隙19が形成され、該係合間隙19に直交する(横切る)ようにして最上位に位置する第一掛止杆7で配せられ、梁3Aは第一、第二の受支突子2,2´を備えた前記柱1Aとの接合可能状態となる(概し、この状態で工場出荷し現場へ搬送する)。
【0019】
そして、梁1Aの補強板10,10間の係合間隙19に柱1A側に突設した第一、第二の受支突子2,2´や前記座金8が相対的に係合するようにして梁3Aを柱1Aの側面1A´に沿って降下させると、係合間隙19の上部側に配した第一掛止杆7が最上位の第一突子2のテーパ部2aに載り、その傾斜によって該第一掛止杆7は降下しつつ柱1A側方向へと移動し、第一掛止杆7を受支突子2に自動的に掛止、接合でき、梁3Aは柱1A側に引き寄せられ、梁1Aは最上位の第一突子2に第一掛止杆7を介して受支されて柱1Aに仮接合され、この状態で、座金8は係合間隙19に係合、すなわち、補強板10,10間に介在して梁3Aの柱1Aに対する安定した仮接合状態を得られる。この安定した仮接合状態を得るために、実施形態では第一掛止杆7のテーパ部2a(受支突子2)との接触点(荷重点)を中心として、梁3Aが重心位置の変化により回動(傾斜しようとする動き)しようとしたとき、補強板10が該座金8,8´に接触してその動きを規制する。従って、座金8,8´の径と間隙19の幅径は、前記の降下作業の煩雑さを無視すれば、できるだけ同径に近い方が良い。
【0020】
なお、受支突子2,2´の最も径の大きい部分(実施形態では鍔部2b)を座金8,8´の径より大きくすれば、該部分の外縁が補強板10に近接して係合間隙19内に係合されることになって前記安定した仮接合状態を機能することになる。
【0021】
そして、互いに連通状態にある他の第一透孔11と第二嵌挿孔13は第二掛止杆7´を打込み、嵌挿すると、第二掛止杆7´は、第二突子2´のテーパ部2aに(テーパ縁の傾斜形状により)圧接し、この結果、梁3Aの柱1A方向への引き寄せが行われ、第二掛止杆7´は梁3Aに横設、固定され、第二受支突子2´に受支される位置に配され、梁3Aの荷重を受支突子2´に負荷させ、耐荷重強度を得られる。
【0022】
また、第二掛止杆7´の打込み操作と相前後して最下位の第一透孔11(符号11bで示している)および符号13bで示す最下位の第一嵌挿孔13にドリフトピンで構成した係止杆18を打込み、嵌挿することにより、梁3Aは柱1Aに接合、固定され、この後に、第二掛止杆7´を打込むようにしても良い。
【0023】
なお、第二受支突子2´(これに対応する第一透孔11や第一嵌挿孔13)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、第二掛止杆7´は、各第二突子2´の全部又は適宜のものに対応させて用いても良い。実施形態では、最下位に受支突子2´に係止杆18を係止するようにしているが、他の受支突子2,2´部に実施形態と同様に係止杆18を配するようにしても良いことは勿論である。
【0024】
【第二実施形態】
図4は縦断面図、図5は横断面図を示し、これら各図で示す第二実施形態は、登り梁3Bの上端面3B´を棟梁1Bの側面1B´に、下端面3B´´を軒梁1Cの側面1C´にそれぞれ当接するようにして、登り梁3Bの端部を棟梁1Bを軒梁1Cに接合するようにしたもので、登り梁3Bと棟梁1Bとの接合部および軒梁1Cとの接合部に本発明を実施したものである。
【0025】
この第二実施形態は、第一、第二の突子2,2´を前記の第一実施形態が、棟梁1Bや軒梁1Cに対応する柱1Aに貫通させたボルト杆5の先端にナット材6を螺合して構成しているに対し、ボルト杆5の頭部を、前記ナット材6と同様の六角状の先端部6b´´と脚杆(第一実施形態の螺子筒6aに代る)との間に脚杆側の一端から次第に拡径する円錐台形状にして設けたテーパ部2aとの間に鍔部2bを設けて第一、第二の突子2,2´と成し、第一実施形態のボルト杆5と別体にした座金8をボルト杆5と一体にした点が大きく相違するだけで、同一符号で示す通り、残余の点は第一実施形態と同様である。すなわち、登り梁3B側の上下端部に補強板10と第一掛止杆7を第一実施形態同様に組付けておき、棟梁1Bや軒梁1Cの側面1B´,1C´に沿って降下させて、第一掛止杆7を第一受支突子2に掛止して仮接合した後、ただ1個用いた、第一実施形態の最下位の第二突子2´に、対応する第二突子2´に第一実施形態と同様に第二掛止杆7´と係止杆18を組合わせることにより登り梁3Bの棟梁1Bや軒梁1Cに対する接合状態を得られるのである。
【0026】
なお、ボルト杆5は棟梁1Bや軒梁1Cに設けた貫通孔4に貫通させ、先端に座金8´´を介してナット6´´を螺合締付けてあり、第一実施形態がナット材6を用意するだけで市販のボルトを用いることができるに対し、この第二実施形態では頭部側が特殊形状のボルト杆を用いなければならないことになるが、第二実施形態のボルト杆を第一実施形態に適用しても良く、第一実施形態のボルト杆5とナット材6を組合わせた形態のものを第二実施形態の登り梁3Bの接合に適用しても良いことは勿論である。
【0027】
また、補強板10は、やや菱形を成す(従って、透孔11,12の位置関係は上下対称形にならない)が、これは登り梁3Bの傾斜に対応するためである。棟梁1B側の補強板10と軒梁1C側の補強板10は同形状のものを用いることは勿論で、組付杆16や第二掛止杆7´或いは係止杆18の数等は第一実施形態と同様、図示実施形態に限る必要のないことは先に述べた通りである。
【0028】
因みに、第一、第二の各実施形態は、第一掛止杆7を梁3A,3B(他の一方の軸組材)側に予め組付けておき、該梁3A,3Bを柱1Aや棟梁1B(一方の軸組材)に沿わせて降下させて第一受支突子2に掛止させるようにしているが、梁3A,3Bを柱1Aは棟梁1Bに沿わせて上昇させて梁3A,3Bの縦溝9内すなわち補強板10,10間に受支突子2,2´を相対的に係合させた後、第一、第二の実施形態でいう第一掛止杆7や第二掛止杆7´を梁3A,3Bに孔11,13を利用して嵌挿し受支突子2又は2´に掛止させるようにしても良い。このような組付け順を採ることにより梁3A,3Bを上方に移動させて柱1Aや棟梁1Bに組付けが可能となるから、例えば、柱1A(一方の軸組材)間に存在する既設の横架材を取替える際に、該既設の横架材の上部側(例えば、階上床など)と無関係に当該横架材の取替え作業を行うことができる。
【0029】
【発明の効果】
本発明は前記の通りの構成であるから、接合作業が簡単な接合装置を提供できる。
【0030】
また、受支突子に掛止することによって掛止杆に前記他の一方の軸組材の重量負荷しても、補強板の存在によって耐荷重性を得られ、従って、掛止杆を軸組材の端面に可及的に近接して配することができ、この結果、一方の軸組材側に設けた受支突子の、軸組材側面からの突出量を低減することができる。そして、突出量の低減によって、受支突子自体を小形化でき、この結果、受支突子を係合する、他の一方の軸組材の縦溝も小径にすることができるため加工による軸組材の強度低下を防ぐことができ、総じて、簡単な構造(従って、安価で)で耐久的な軸組材の接合装置を提供することができる。
【図面の簡単な説明】
【図1】縦断面図。
【図2】横断面図。
【図3】図1の一部拡大図
【図4】第二実施形態の縦断面図。
【図5】第二実施形態の横断面図。
【符号の説明】
1A 柱
1B 棟梁
1C 軒梁
2 第一受支突子
3A 梁
3B 登り梁
7 第一掛止杆
9 縦溝
10 補強板
[0001]
[Industrial application fields]
In the present invention, for example, in a wooden building, a horizontal member (end) such as a beam or a girder is used as a structural material such as a column or a trunk difference (a shaft assembly material arranged in a direction perpendicular to the beam or girder). The present invention relates to a joining device for shaft assemblies used for joining.
[0002]
[Prior art]
On the surface of the board that fits into the concave part provided in the structural material such as a pillar and fastens to the structural material, a support plate is provided in the horizontal direction, and an insertion plate is provided in the vertical direction. The fitting plate is relatively fitted into a slit provided in the plate, the end of the horizontal member is placed on the support plate, and the horizontal member and the fitting member are fastened to each other with an assembly rod. Thus, there is a structure in which the horizontal member is joined to the structural member (for example, Patent Document 1).
[0003]
[Patent Document 1]
Japanese Utility Model Publication No. 4-20503 [0004]
[Problems to be solved by the invention]
In the above conventional example, the joining bracket itself has a complicated manufacturing process because it is joined using a joining bracket in which a support plate is provided in the horizontal direction from the lower end side and a fitting plate is provided in the vertical direction on the surface of the substrate. In addition, there is also a problem in fastening (for assembling to the structural material) that a substrate must be fitted into a recessed portion provided in the structural material and fastened to the structural material.
[0005]
The present invention is a joining apparatus that can simplify and reduce the cost of so-called hardware joining of a shaft assembly material, without using the conventional fitting and handling complicated metal fittings. It was created for the purpose of providing
[0006]
[Means for Solving the Problems]
A receiving protrusion is projected on the side surface of one shaft assembly, and a vertical groove that engages the receiving protrusion is provided on an end surface of the other shaft assembly that contacts the side surface. A pair of reinforcing plates are accommodated in the groove opposite to each other via the receiving protrusion, and a hooking rod fitted into the other one of the shaft assembly members is hooked to the receiving protrusion through the reinforcing plate. At the same time, the receiving protrusion is made of a nut material screwed into the tip of a bolt rod that has one shaft assembly material penetrated.
[0007]
In addition, a receiving protrusion can be easily obtained by configuring the receiving protrusion with a nut material screwed into the tip of a bolt rod that has one shaft assembly material penetrated. Since it can be used, an inexpensive apparatus can be provided.
[0008]
Incidentally, the nut material that constitutes the receiving protrusion is composed of a screw cylinder that is screwed to the tip of the bolt rod and a head provided at one end of the screw cylinder, and the head is formed by screwing a portion on the screw cylinder side. By providing a tapered portion provided in a truncated cone shape that gradually increases in diameter from one end on the cylinder side, and a flange portion disposed between the tapered portion and the bolt head-shaped tip portion, Since the scissors are hooked on the taper portion and move toward one shaft assembly, the other one of the shaft assemblies can be drawn toward one of the shaft assemblies, thereby providing a device with a robust joining state.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
In the embodiment, the first and second receiving protrusions 2 and 2 are provided on the side surfaces 1A ′, 1B ′, and 1C ′ of the pillar (which may be a trunk difference) 1A, the ridge beam 1B, or the eaves beam 1C, which is one shaft assembly. And projecting the beam 3A or the climbing beam 3B, which is the other shaft assembly material, using the first and second receiving projections 2 and 2 '. , 1B ′, 1C ′ are joined to the pillar 1A, the master beam 1B, or the eaves beam 1C.
[0010]
[First embodiment]
1 is a longitudinal sectional view, FIG. 2 is a transverse sectional view, and FIG. 3 is a partially enlarged view of FIG.
[0011]
In the first embodiment shown in FIGS. 1 to 3, the pillar 1A and the beam 3A are joined to each other, and the first and second receiving protrusions 2 provided on the side surface 1A ′ of the pillar 1A are provided. Reference numeral 2 'denotes a structure in which a bolt rod 5 is passed through a through-hole 4 provided in the pillar 1A, a tip portion thereof is projected from the side surface 1A', and a nut material 6 is screwed and tightened to the tip portion. Each of the receiving protrusions 2, 2 ′, 2 ′ has a pair of second receiving protrusions 2 ′, 2 ′ directly below the uppermost receiving protrusion 2, that is, the first receiving protrusion 2. The first latching rod 7 or the second latching rod 7 ′ is placed (latched) in the arrangement relationship arranged in series in the vertical direction, and fitted to the beam 3A. .
[0012]
The nut member 6 is composed of a screw cylinder 6a and a head 6b provided at one end of the screw cylinder 6a. The head 6b is a cone that gradually expands the diameter of a portion on the screw cylinder 6a side from one end on the screw cylinder 6a side. A tapered portion 2a provided in a trapezoidal shape, and a flange portion 2b disposed between the tapered portion 2a and a tip portion 6b '' having a bolt head shape are provided.
[0013]
A washer 8 (consisting of a circular plate having a diameter larger than that of the flange 2b) is interposed between the receiving protrusions 2 and 2 '(nut material 6) and the side surface 1A' of the column 1A. When the material 6 is screwed and fastened to the tip of the bolt rod 5 protruding from the column 1A to obtain (configure) the receiving protrusions 2 and 2 ', the nut material 6 is destroyed on the side surface 1A' of the column 1A. To prevent it from entering. The washer 8 ′ interposed between the head of the bolt rod 5 and the column 1 similarly prevents the head of the bolt rod 5 from collapsing into the column 1 </ b> A.
[0014]
The beam 3A has a diameter sufficient to engage and store the first and second receiving protrusions 2 and 2 ′ and the washer 8 at the center of the end surface 3A ′ that contacts the side surface 1A ′ of the column 1A. A longitudinal groove 9 having a width is provided.
[0015]
The longitudinal groove 9 has a small-diameter portion 9b provided in a slit (slit) shape along the longitudinal direction of the beam 3A on both sides of the large-diameter portion 9a on the end surface 3A ′ side and the back wall 9a ′ of the large-diameter portion 9a. 9b, and a pair of reinforcing plates 10 and 10 are installed in the longitudinal groove 9 to reinforce the ends of the beam 3A, and the latching rods 7 and 7 'are formed on the receiving protrusions 2 and 2'. When latched (placed), the load of the beam 3A loaded on the latch rods 7 and 7 'is dealt with.
[0016]
The reinforcing plate 10 is a flat plate made of steel, and one to three so as to correspond to the receiving protrusions 2 or 2 'provided on the column 1A side on one side (on the large diameter portion 9a side of the longitudinal groove 9). A pair of first through holes 11, 11, 11, 11, 11, and 11 and three second through holes 12, 12, 12 on the other side (on the small diameter portion 9b side of the longitudinal groove 9), respectively. They are provided symmetrically in the vertical direction and are assembled to the beam 3A and the receiving protrusions 2 and 2 'by using the through holes 11 and 12. The reason why the numbers and positions of the through holes 11 and 12 are made symmetrical is to reduce the manufacturing convenience and inventory management cost of the reinforcing plate 10 and the convenience in handling (because directionality is free). .
[0017]
The side surface of the end portion of the beam 3A is positioned so as to coincide with the upper one of the first through holes 11 and 11 of each set provided on one side of the reinforcing plate 10, and the longitudinal groove The first insertion holes 13, 13, 13 are provided so as to intersect with the large-diameter portion 9 a, and the lowest first insertion hole 13 in the first insertion holes 13, 13, 13 (for convenience, reference numeral A lower first through-hole 11 (for convenience) that forms a pair with the first through-hole 11 (shown by reference numeral 11a for convenience) corresponding to the fitting insertion hole 13 (13a) is provided on the lower side. The first reinforcing insertion hole 13 is provided at a position coinciding with the position of the reinforcing plate 10 at the rear end side of the end of the beam 3A. The second fitting insertion hole 1 is formed so as to intersect with the small diameter portion 9b of the longitudinal groove 9 at a position coinciding with the second through holes 12, 12, 12 provided on the other one side. , It is then laterally disposed the 15, 15.
[0018]
The reinforcing plate 10 is arranged such that one side of the second through hole 12 side is arranged in the small diameter portion 9b of the vertical groove 9 and the other side of the first through hole 11 side is arranged in the large diameter portion 9a. The first through hole in which the second through hole 12 on the reinforcing plate 10 side and the second fitting insertion hole 15 on the beam 3A side are made to coincide with each other, and the assembly rod 16 made of drift pins is made to coincide with each other. 11 and the first insertion hole 13 are respectively inserted into the uppermost ones of the first retaining rods 7 made of drift pins and fixed to the end of the beam 3A. An engagement gap 19 composed of the reinforcing plates 10 and 10 is formed, and is arranged by the first latch rod 7 positioned at the uppermost position so as to be orthogonal (cross) the engagement gap 19, and the beam 3A Can be joined to the pillar 1A having the first and second receiving protrusions 2 and 2 '(generally, in this state, the factory is shipped to the site To transport).
[0019]
Then, the first and second receiving protrusions 2 and 2 ′ protruding from the column 1 </ b> A and the washer 8 are relatively engaged with each other in the engagement gap 19 between the reinforcing plates 10 and 10 of the beam 1 </ b> A. When the beam 3A is lowered along the side surface 1A 'of the column 1A, the first hook 7 placed on the upper side of the engagement gap 19 is placed on the tapered portion 2a of the uppermost first protrusion 2. Due to the inclination, the first latching rod 7 moves downward while moving in the direction of the column 1A, and the first latching rod 7 can be automatically latched and joined to the receiving protrusion 2 so that the beam 3A is connected to the column 1A. The beam 1A is supported by the uppermost first protrusion 2 via the first latching rod 7 and temporarily joined to the column 1A. In this state, the washer 8 is engaged with the engagement gap 19. In other words, a stable temporary joined state of the beam 3A to the column 1A can be obtained by interposing between the reinforcing plates 10 and 10. In order to obtain this stable temporary joining state, in the embodiment, the center of gravity of the beam 3A changes around the contact point (load point) with the tapered portion 2a (the receiving protrusion 2) of the first latching rod 7. Therefore, the reinforcing plate 10 comes into contact with the washers 8 and 8 'to restrict the movement. Therefore, the diameters of the washers 8, 8 'and the width of the gap 19 should be as close to the same diameter as possible if the complexity of the descent operation is ignored.
[0020]
If the largest diameter portion of the receiving protrusions 2 and 2 ′ (the flange portion 2b in the embodiment) is made larger than the diameter of the washers 8 and 8 ′, the outer edges of the portions close to the reinforcing plate 10 are engaged. It will be engaged in the joint gap 19 and the stable temporary joining state will function.
[0021]
Then, when the other first through hole 11 and the second fitting insertion hole 13 that are in communication with each other are driven into and inserted into the second hooking rod 7 ′, the second hooking rod 7 ′ becomes the second protrusion 2. ′ 'Taper portion 2a (due to the inclined shape of the taper edge), and as a result, the beam 3A is pulled in the direction of the column 1A, and the second latching rod 7 ′ is laterally mounted and fixed to the beam 3A. It is arranged at a position where it is supported by the second receiving protrusion 2 ', and the load of the beam 3A is applied to the receiving protrusion 2' so that the load resistance strength can be obtained.
[0022]
In addition, the drift pin is inserted into the lowest first through hole 11 (indicated by reference numeral 11b) and the lowermost first fitting insertion hole 13 indicated by reference numeral 13b before and after the driving operation of the second retaining rod 7 '. The beam 3A may be joined and fixed to the column 1A by driving and engaging the locking rod 18 configured as described above, and then the second latching rod 7 'may be driven.
[0023]
Note that the number of the second receiving protrusions 2 ′ (the corresponding first through holes 11 and the first fitting insertion holes 13) may be appropriately selected, and an appropriate number may be selected and used. Further, the second latching rod 7 'may be used in correspondence with all or appropriate ones of the respective second protrusions 2'. In the embodiment, the locking rod 18 is locked to the receiving protrusion 2 'at the lowest position, but the locking rod 18 is attached to the other receiving protrusions 2 and 2' as in the embodiment. Of course, it may be arranged.
[0024]
[Second Embodiment]
4 shows a longitudinal sectional view, and FIG. 5 shows a transverse sectional view. In the second embodiment shown in these drawings, the upper end surface 3B ′ of the climbing beam 3B is arranged on the side surface 1B ′ of the ridge beam 1B, and the lower end surface 3B ″ is arranged. The end of the climbing beam 3B is joined to the side beam 1C 'of the eaves beam 1C so that the ridge beam 1B is joined to the eaves beam 1C. The present invention is carried out at the joint with 1C.
[0025]
In this second embodiment, the first and second protrusions 2 and 2 ′ are nuts at the ends of the bolt rods 5 in which the first embodiment penetrates the pillars 1 </ b> A corresponding to the ridge beam 1 </ b> B and the eaves beam 1 </ b> C. While the material 6 is screwed together, the head of the bolt rod 5 is made to have a hexagonal tip 6b ″ and a leg rod similar to the nut material 6 (on the screw cylinder 6a of the first embodiment). The first and second protrusions 2 and 2 'are provided with a flange portion 2b between a tapered portion 2a provided with a truncated cone shape gradually increasing in diameter from one end on the leg rod side. The remaining point is the same as that of the first embodiment as shown by the same reference numeral, except that the washer 8 formed separately from the bolt rod 5 of the first embodiment is integrated with the bolt rod 5. It is. That is, the reinforcing plate 10 and the first hook 7 are assembled to the upper and lower ends of the climbing beam 3B side as in the first embodiment, and descend along the side surfaces 1B 'and 1C' of the ridge beam 1B and the eaves beam 1C. Then, after the first hooking rod 7 is hooked on the first receiving protrusion 2 and temporarily joined, only one piece is used, corresponding to the lowermost second protrusion 2 'of the first embodiment. In the same manner as in the first embodiment, the second protrusion 2 'is combined with the second hooking rod 7' and the locking rod 18, so that the climbing beam 3B can be joined to the ridge beam 1B and the eaves beam 1C. .
[0026]
The bolt rod 5 is passed through the through hole 4 provided in the ridge beam 1B and the eaves beam 1C, and the nut 6 ″ is screwed and tightened to the tip via a washer 8 ″. A commercially available bolt can be used simply by preparing a bolt, whereas in this second embodiment, the head side must use a specially shaped bolt rod. Of course, it may be applied to the embodiment, and the combination of the bolt rod 5 and the nut material 6 of the first embodiment may be applied to the joining of the climbing beam 3B of the second embodiment. .
[0027]
In addition, the reinforcing plate 10 has a slightly rhombus shape (therefore, the positional relationship between the through holes 11 and 12 is not vertically symmetrical), because this corresponds to the inclination of the climbing beam 3B. Of course, the reinforcing plate 10 on the side of the ridge beam 1B and the reinforcing plate 10 on the side of the eaves beam 1C are of the same shape, and the number of assembling rods 16, the second retaining rods 7 ', or the locking rods 18 are the same. As described above, as in the embodiment, it is not necessary to limit to the illustrated embodiment.
[0028]
Incidentally, in each of the first and second embodiments, the first retaining rod 7 is assembled in advance on the side of the beams 3A and 3B (the other one of the shaft assemblies), and the beams 3A and 3B are attached to the columns 1A and 3A. The beam is lowered along the master beam 1B (one shaft assembly) to be hooked on the first receiving protrusion 2 but the beams 3A and 3B are raised along the beam 1A. After the receiving protrusions 2 and 2 'are relatively engaged in the longitudinal grooves 9 of the beams 3A and 3B, that is, between the reinforcing plates 10 and 10, the first latching rod referred to in the first and second embodiments is used. 7 or the second latching rod 7 'may be fitted into the beams 3A and 3B using the holes 11 and 13 and latched on the receiving protrusion 2 or 2'. By adopting such an assembling order, the beams 3A and 3B can be moved upward to be assembled to the column 1A or the building beam 1B. For example, an existing existing between the columns 1A (one shaft assembly) When the horizontal member is replaced, the horizontal member can be replaced regardless of the upper side of the existing horizontal member (for example, an upper floor).
[0029]
【The invention's effect】
Since the present invention is configured as described above, it is possible to provide a joining device that can be easily joined.
[0030]
In addition, even if the weight of the other one of the shaft assemblies is loaded on the hook by hooking on the receiving protrusion, load resistance can be obtained due to the presence of the reinforcing plate. It can be arranged as close as possible to the end face of the assembly, and as a result, the protruding amount from the side of the shaft assembly of the receiving protrusion provided on one of the shaft assembly can be reduced. . By reducing the protruding amount, the receiving protrusion itself can be reduced in size, and as a result, the vertical groove of the other shaft assembly that engages the receiving protrusion can be reduced in diameter. It is possible to prevent the strength of the shaft assembly from being lowered, and to provide a durable shaft assembly joining apparatus with a simple structure (and hence inexpensive).
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view.
FIG. 2 is a cross-sectional view.
3 is a partially enlarged view of FIG. 1. FIG. 4 is a longitudinal sectional view of a second embodiment.
FIG. 5 is a cross-sectional view of the second embodiment.
[Explanation of symbols]
1A pillar 1B master beam 1C eaves beam 2 first receiving protrusion 3A beam 3B climbing beam 7 first retaining rod 9 longitudinal groove 10 reinforcing plate

Claims (2)

一方の軸組材の側面に受支突子を突設し、該受支突子を係合した縦溝を、他の一方の軸組材の、前記側面に当接する端面に設け、該縦溝に前記受支突子を介して相対して一対の補強板を収設し、該補強板を通じて前記他の一方の軸組材に嵌挿した掛止杆を前記受支突子に掛止すると共に、受支突子を、一方の軸組材を貫通させたボルト杆の先端に螺合したナット材で構成した、軸組材の接合装置。  A receiving protrusion is provided on the side surface of one shaft assembly, and a vertical groove that engages the receiving protrusion is provided on an end surface of the other shaft assembly that contacts the side surface. A pair of reinforcing plates are accommodated in the groove opposite to each other via the receiving protrusion, and a hooking rod fitted into the other one of the shaft assemblies is hooked to the receiving protrusion through the reinforcing plate. In addition, a shaft assembly material joining apparatus, in which the receiving protrusion is configured by a nut material screwed into a tip of a bolt rod having one shaft assembly material penetrated. ナット材を、ボルト杆先端に螺合する螺子筒と該螺子筒の一端に設けた頭部とで構成し、頭部を、前記螺子筒側の部分を螺子筒側の一端から次第に拡径する円錐台形状にして設けたテーパ部と、該テーパ部とボルト頭部状の先端部との間に配した鍔部を備えたものとした、請求項1記載の軸組材の接合装置。  The nut member is composed of a screw cylinder that is screwed to the tip of the bolt rod and a head portion provided at one end of the screw cylinder, and the diameter of the head portion is gradually expanded from one end on the screw cylinder side. The shaft assembly member joining apparatus according to claim 1, further comprising: a tapered portion provided in a truncated cone shape; and a flange portion disposed between the tapered portion and the tip portion of the bolt head shape.
JP2003123171A 2003-04-28 2003-04-28 Shaft assembly joining equipment Expired - Fee Related JP4047759B2 (en)

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JP2008007997A (en) * 2006-06-28 2008-01-17 Masayoshi Baba Connection structure and connection metal fitting of wooden building

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