JP4455069B2 - Shaft assembly joining equipment - Google Patents

Shaft assembly joining equipment Download PDF

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JP4455069B2
JP4455069B2 JP2004013039A JP2004013039A JP4455069B2 JP 4455069 B2 JP4455069 B2 JP 4455069B2 JP 2004013039 A JP2004013039 A JP 2004013039A JP 2004013039 A JP2004013039 A JP 2004013039A JP 4455069 B2 JP4455069 B2 JP 4455069B2
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joining
base
shaft assembly
joined
drift pin
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JP2005207057A (en
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畠山貞幸
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藤原 恭史
株式会社カネシン
株式会社タナカ
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Description

本発明は、木造建物に適用する土台、柱或いは横架材などの軸組材の接合装置に関するものである。   The present invention relates to a joining device for a shaft assembly such as a base, a column, or a horizontal member applied to a wooden building.

一方の軸組材である柱の接合面にボルトの特殊形状の頭部を突設し、該頭部を接合面に設けた切欠に嵌合した、他の一方の軸組材の横架材に前記スリットと直交する嵌挿孔を設け、該嵌挿孔に嵌挿したドリフトピンを前記頭部に設けた傾斜縁部に接触させるようにして一対の軸組材を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)。   A horizontal member for the other shaft assembly, in which a head with a specially shaped bolt is protruded from the joint surface of the pillar, which is one shaft assembly material, and the head is fitted into a notch provided on the joint surface. A structure in which a pair of shaft assembly members are joined so that a drift pin inserted into the insertion hole is brought into contact with an inclined edge provided in the head. (For example, Patent Document 1).

特開2002−146918号公報JP 2002-146918 A

前記従来例は、柱に対しての横架材の接合に際し、ドリフトピンをボルト頭部の傾斜縁部との接触関係によって横架材の引き寄せが確実に行われ、接合強度を期待できるものではあるが、頭部が特殊形状のボルトを用いる必要があるだけでなく、構成上、横架材の、柱との接合面に近接させてドリフトピンの嵌挿孔を設けなければならないので、補強板などの補強装置を必要とする等構造が複雑となる。   In the conventional example, when the horizontal member is joined to the column, the horizontal member is reliably pulled by the contact relationship between the drift pin and the inclined edge of the bolt head, so that the joint strength cannot be expected. However, it is not only necessary to use specially shaped bolts for the head, but because of the construction, it is necessary to provide an insertion hole for the drift pin close to the joint surface of the horizontal member with the pillar. An isostructure requiring a reinforcing device such as a plate becomes complicated.

本発明は、簡単な構造で引き寄せ操作が行え、接合強度的にも不都合のない軸組材の接合装置を提供すべく創案したものである。   The present invention was devised to provide a joining apparatus for a shaft assembly that can perform a pulling operation with a simple structure and that does not have a disadvantage in terms of joining strength.

互いに接合する一対の軸組材の一方の軸組材の接合面に、上下両縁に先端から基部方向に漸次互いに近接する傾斜縁部を設けた、一対の接合板を間隔を存して突設し、該接合板を接合面に設けたスリットにおいて嵌合した他の一方の軸組材に、前記スリットと交差する、上下の嵌挿孔を設け、各嵌挿孔にドリフトピンを接合板の前記傾斜縁部に接触させて嵌挿した構成としたものである。   A pair of joint plates projecting with a gap on the joint surface of one of the pair of shaft assemblies to be joined to each other. The other one of the shaft assembly members fitted in the slit provided on the joining surface is provided with upper and lower fitting insertion holes that intersect the slit, and a drift pin is joined to each fitting insertion hole. It is set as the structure inserted in contact with the said inclined edge part.

本発明によれば、ドリフトピンを嵌挿孔に打込むと、これが接合板に形成した傾斜縁部に接触してこれを押圧するから、他の一方の軸組材の一方の軸組材に対する引き寄せ操作が確実に行え、しかも、一対の接合板を上下のドリフトピンで挟持した構造を採るから簡単な構造で安定した接合状態を得られる、軸組材の接合装置を提供できる。   According to the present invention, when the drift pin is driven into the insertion hole, it contacts and presses the inclined edge formed on the joining plate. It is possible to provide a shaft assembly material joining apparatus that can perform a pulling operation with certainty and that can obtain a stable joining state with a simple structure because it employs a structure in which a pair of joining plates are sandwiched between upper and lower drift pins.

図面は本発明に係る軸組材の接合装置の実施例を示し、図1および図2は第一実施例で、図1はその横断面図、図2はその縦断面図、また、図3および図4は第二実施例で、図3はその横断面図、図4は縦断面図である。図5は第二実施例の変形例である第三実施例の縦断面図、図6は第四実施例の縦断面図、そして、図7は接合枠の他の実施形態を示す斜視図である。   The drawings show an embodiment of a joining apparatus for shaft assemblies according to the present invention, FIG. 1 and FIG. 2 are first embodiments, FIG. 1 is a transverse sectional view thereof, FIG. 2 is a longitudinal sectional view thereof, and FIG. 4 is a second embodiment, FIG. 3 is a transverse sectional view thereof, and FIG. 4 is a longitudinal sectional view thereof. FIG. 5 is a longitudinal sectional view of a third embodiment, which is a modification of the second embodiment, FIG. 6 is a longitudinal sectional view of the fourth embodiment, and FIG. 7 is a perspective view showing another embodiment of the joining frame. is there.

各実施例は、一方の軸組材の接合面に、上下両縁2a,2bに先端から基部方向に漸次互いに近接する傾斜縁部2a´,2b´を設けた一対の接合板2,2を間隔を存して突設し、該接合板2,2を、接合面に設けたスリット4において嵌合した他の一方の軸組材に、前記スリット4と直交する上下の嵌挿孔5,5を設け、各嵌挿孔5にドリフトピン6を接合板2の前記傾斜縁部2a´,2b´に接触させて嵌挿した構造としたものである。   In each embodiment, a pair of joining plates 2, 2 provided with inclined edges 2a ', 2b' gradually approaching each other in the base direction from the front end to the upper and lower edges 2a, 2b on the joining surface of one shaft assembly. The upper and lower fitting insertion holes 5 perpendicular to the slit 4 are provided on the other shaft assembly member, which protrudes with a gap and is fitted in the slit 4 provided on the joining surface. 5, and a drift pin 6 is inserted into each insertion hole 5 while being brought into contact with the inclined edge portions 2 a ′ and 2 b ′ of the joining plate 2.

そして、第一乃至第三の各実施例は、前記一方の軸組材を一方の土台1、他の一方の軸組材を他の一方の土台3で構成させ、第四実施例は前記一方の軸組材を柱101、他の一方の軸組材を梁103で構成させ、第一実施例で用いた接合板2は鋼板製の平板体で構成したものであるに対し、第二乃至第四実施例で用いた接合板2は取付板11に相対して連設した接合枠12の部片で構成させたもので、第二乃至第四実施例に用いた接合枠12は、前記取付板11に係止爪13,13を接合板2の連設方向と反対方向に、かつ、90°変位させた位置にして連設させて、接合作業を尚一層容易に行えるようにしてあるが、図7で示すように、この係止爪13は省略しても差し支えはない。   In each of the first to third embodiments, the one shaft assembly is composed of one base 1 and the other one of the shaft assembly is composed of the other base 3, and the fourth embodiment is the one described above. The shaft assembly is composed of the pillar 101 and the other one is composed of the beam 103, and the joining plate 2 used in the first embodiment is composed of a flat plate made of steel plate. The joining plate 2 used in the fourth embodiment is configured by a piece of the joining frame 12 provided in series with the mounting plate 11, and the joining frame 12 used in the second to fourth embodiments The engaging claws 13 and 13 are connected to the mounting plate 11 in the direction opposite to the connecting direction of the connecting plate 2 and at a position displaced by 90 ° so that the joining operation can be performed more easily. However, as shown in FIG. 7, the locking claw 13 may be omitted.

第一実施例First embodiment

図1と図2で示す第一実施例は、前記の通り、互いに同形な一対の接合板2,2を用いて土台1,3同士を互いに接合したものである。   In the first embodiment shown in FIGS. 1 and 2, the bases 1 and 3 are joined to each other using a pair of joining plates 2 and 2 having the same shape as described above.

接合板2は、基端側の中央部に取付孔7を備え、上下両縁2a,2bの先端側に前記の傾斜縁部2a´,2b´を備えた、横長の金属平板体で成り、接合板2の基端側を接合する一方の土台1に設けたスリット8に係合して、前記取付孔7と土台1にスリット8に直交するようにして設けた嵌挿孔9とを一致させ、これら孔7,9にドリフトピン10を嵌挿して一対の前記接合板2,2を、土台1の接合面1aに取付孔7側の基端側を土台1に止着した状態で突設する。   The joining plate 2 is composed of a horizontally long metal flat plate provided with a mounting hole 7 in the central portion on the base end side, and provided with the inclined edge portions 2a ′ and 2b ′ on the distal end sides of the upper and lower edges 2a and 2b. Engage with the slit 8 provided on one base 1 for joining the base end side of the joining plate 2, and the mounting hole 7 and the fitting insertion hole 9 provided in the base 1 so as to be orthogonal to the slit 8 coincide with each other. The drift pins 10 are inserted into the holes 7 and 9 so that the pair of the joining plates 2 and 2 protrudes in a state where the base end side on the mounting hole 7 side is fixed to the base 1 on the joint surface 1a of the base 1. Set up.

そして、土台1に組付けて接合面1aより突設した接合板2,2を、該一方の土台1と接合する他の一方の前記土台3の接合面3aに並設したスリット4にそれぞれ嵌挿して傾斜縁部2a´,2b´をスリット4に対して直交する方向に設けた嵌挿孔5にのぞませ(のぞむ位置に配し)、嵌挿孔5にドリフトピン6を嵌挿すると、該ドリフトピン6が傾斜縁部2a´,2b´において接合板2,2を押圧し、その結果、土台1,3は互いに引き寄せられる関係(一方が固定してあれば、他方が移動するという関係)で接合され、実施例装置とするものである。   Then, the joining plates 2 and 2 that are assembled to the base 1 and project from the joint surface 1a are fitted into the slits 4 that are juxtaposed on the joint surface 3a of the other base 3 that joins the base 1 respectively. When the inclined pins 2a ′ and 2b ′ are inserted into the insertion hole 5 provided in the direction orthogonal to the slit 4 (located at the position to be viewed), and the drift pin 6 is inserted into the insertion hole 5 The drift pin 6 presses the joining plates 2 and 2 at the inclined edges 2a ′ and 2b ′, and as a result, the bases 1 and 3 are drawn toward each other (if one is fixed, the other moves. The device of the embodiment is joined.

なお、一方の土台1にドリフトピン(必ずしもドリフトピンにする必要はないが)10によっていわば枢着した接合板2の先端側を上方に配しておき、他の一方の土台3の下位側の嵌挿孔5に予め嵌挿したドリフトピン6に、上方に配した接合板2の先端側を前記ドリフトピン10を中心に回動降下させて前記予め嵌挿したドリフトピン6上に載置させた後(このとき、接合板2は、当然、他の一方の土台3のスリット4内に係合した状態となるが)、上位側の嵌挿孔5にドリフトピン6を嵌挿するようにして両土台1,3を接合するようにしても良い。   It should be noted that the tip side of the joint plate 2 pivotally attached to one base 1 by a drift pin (although not necessarily a drift pin) 10 is arranged upward, and the lower side of the other base 3 is arranged. On the drift pin 6 inserted in advance in the insertion hole 5, the tip end side of the joining plate 2 disposed above is pivoted and lowered around the drift pin 10 and placed on the pre-inserted drift pin 6. After that (at this time, the joining plate 2 is naturally engaged in the slit 4 of the other base 3), the drift pin 6 is inserted into the upper insertion hole 5. Both bases 1 and 3 may be joined together.

土台1,3に設けたスリット4,8は、ドリフトピン6,10を嵌挿孔5,9に嵌挿する際、接合板2の移動(図2においては図面上奥行方向に)或いはドリフトピン6との接触抵抗による変形を防止するためで(従って、接合板2の板厚とスリット4,8の幅は一致することが望ましい)あり、斯様な利点を期待できれば、接合板2はその全域がスリットに係合する必要はなく、切欠の奥壁に連通させて設ける等、スリット4,8は土台1,3に部分的に形成したものでも不都合はない(他の実施例も同様である)。   The slits 4 and 8 provided in the bases 1 and 3 move the joining plate 2 when the drift pins 6 and 10 are inserted into the insertion holes 5 and 9 (in the depth direction in the drawing in FIG. 2) or the drift pins. 6 to prevent deformation due to contact resistance with the contact plate 6 (thus, it is desirable that the thickness of the joining plate 2 and the width of the slits 4 and 8 match). It is not necessary for the entire region to be engaged with the slit, and it is not inconvenient even if the slits 4 and 8 are partially formed on the bases 1 and 3 such as being provided in communication with the inner wall of the notch (the same applies to other embodiments). is there).

第二実施例Second embodiment

図3および図4で示す第二実施例は、建物の出隅部を構成する土台1と土台3を前記接合枠12を用いて接合したものである。   In the second embodiment shown in FIG. 3 and FIG. 4, the base 1 and the base 3 constituting the projecting corner of the building are joined using the joining frame 12.

接合枠12は、前記の通り、取付板11の一方側に接合板2,2を、他の一方側に係止爪13,13をそれぞれ相対して連設して構成し、一方の土台1の接合面1aに、該接合面1aに予め設けた嵌挿穴9´と取付板11に設けた透孔15を一致させるようにして係止爪13,13を前記接合面1aに打込んで土台1に接合枠12を仮止めし、前記透孔15を通じて前記嵌挿穴9´に止着ボルト16を嵌挿して、嵌挿穴9´の中間部に連通させて前記一方の土台1に縦設した貫通孔17に嵌挿したほぞパイプ18に形成したねじ孔19に螺合して締付けて、第一実施例と同様に、接合する一方の土台1の接合面1aに接合板2,2を突設するのである。   As described above, the joining frame 12 is configured by joining the joining plates 2 and 2 on one side of the mounting plate 11 and the engaging claws 13 and 13 on the other side, respectively. The engaging claws 13 and 13 are driven into the joining surface 1a so that the fitting insertion hole 9 'provided in the joining surface 1a and the through-hole 15 provided in the mounting plate 11 coincide with the joining surface 1a. The joining frame 12 is temporarily fixed to the base 1, the fastening bolt 16 is inserted into the insertion hole 9 ′ through the through hole 15, and communicated with an intermediate portion of the insertion hole 9 ′ to the one base 1. As in the first embodiment, the joining plate 2 is joined to the joining surface 1a of one base 1 to be joined, by screwing and tightening to a screw hole 19 formed in the tenon pipe 18 inserted into the vertical through-hole 17. 2 is projected.

そして、一方の土台1と接合する他の一方の土台3の接合面3aの適所には、一方の土台1側に組付けた前記止着ボルト16の頭部16aおよび該頭部16aを係合した接合枠12の基部を係合するに充分な切欠4Aを設け、この切欠4Aの奥壁両隅部には、切欠4Aと連通するようにして第一実施例と同様のスリット4,4を、また、第一実施例と同様に該スリット4と直交する上下の嵌挿孔5,5をそれぞれ設けて前記他の一方の土台3を構成する。   Then, the head 16a of the fastening bolt 16 assembled on one base 1 side and the head 16a are engaged at appropriate positions on the joint surface 3a of the other base 3 to be joined to one base 1. Notches 4A sufficient to engage the base of the joined frame 12 are provided, and slits 4 and 4 similar to those in the first embodiment are provided at both corners of the rear wall of the notch 4A so as to communicate with the notches 4A. In addition, similarly to the first embodiment, upper and lower fitting insertion holes 5 and 5 orthogonal to the slit 4 are respectively provided to constitute the other base 3.

この他の一方の土台3に設けたスリット4,4に、一方の土台1に組付けて接合面1aより突設した、前記接合枠12で構成した接合板2,2をそれぞれ嵌挿して傾斜縁部2a´,2b´をスリット4に対して直交する方向に設けた嵌挿孔5にのぞませ(わずかに重なり合う位置に配し)、嵌挿孔5にドリフトピン6を嵌挿すると、該ドリフトピン6が傾斜縁部2a´,2b´において接合板2,2を押圧し、第一実施例と同様に土台1,3は互いに引き寄せられる関係で接合されるのである。   Into the slits 4, 4 provided on the other base 3, the joint plates 2, 2 constituted by the joint frame 12, which are assembled to the base 1 and project from the joint surface 1 a, are respectively inserted and inclined. When the edge portions 2 a ′ and 2 b ′ are inserted into the insertion hole 5 provided in the direction orthogonal to the slit 4 (located at a slightly overlapping position), and the drift pin 6 is inserted into the insertion hole 5, The drift pin 6 presses the joining plates 2 and 2 at the inclined edges 2a ′ and 2b ′, and the bases 1 and 3 are joined together so as to be attracted to each other as in the first embodiment.

なお、前記ほぞパイプ18は一方の土台1に縦設した貫通孔17に土台1の下面側から嵌挿して、図4で示すように土台1の上面より上部側を突出させ、土台1より突出した該ほぞパイプ18の上部分を、柱21の下面に設けたほぞ穴22に嵌挿し、嵌挿した上部分に設けた透孔23,23と柱21の下部側にこれと一致させて設けた嵌挿孔24に接続杆25(ドリフトピン)を嵌挿して柱21とほぞパイプ18を接続してある。すなわち、第二実施例は、土台1,3同士を接合する一方、接合枠12を一方の土台1に取付ける(止着する)ために用いたねじ孔19付パイプをほぞ用のパイプ18として適用して土台1よりその上部側を突出させ、これに、いわばほぞ穴22を構成する嵌挿穴に嵌挿するようにして柱21を土台1上に立設、止着するようにして一対の土台1,3と柱21を互いに強固に接合したものである。   The tenon pipe 18 is inserted into a through-hole 17 provided vertically in one base 1 from the lower surface side of the base 1 so that the upper side protrudes from the upper surface of the base 1 as shown in FIG. The upper portion of the mortise pipe 18 is inserted into a mortise hole 22 provided on the lower surface of the column 21, and the through holes 23, 23 provided on the inserted upper portion and the lower side of the column 21 are provided so as to coincide with this. A connecting rod 25 (drift pin) is inserted into the inserted insertion hole 24 to connect the column 21 and the mortise pipe 18. That is, in the second embodiment, the bases 1 and 3 are joined together, while the pipe with the screw hole 19 used for attaching (fastening) the joining frame 12 to one base 1 is applied as the tenon pipe 18. Then, the upper side protrudes from the base 1, and a pair of pillars 21 are erected and fixed on the base 1 so as to be inserted into the insertion holes constituting the mortise 22. The foundations 1 and 3 and the pillar 21 are firmly joined to each other.

この第二実施例によれば、土台同士を強固に固定するのみならず、柱を土台に対して接合でき、建物の出隅部や入隅部に柱を装置するに好適で(簡単な構造により)ある。   According to the second embodiment, not only the foundations are firmly fixed, but also the pillars can be joined to the foundations, which is suitable for installing the pillars at the corners and the corners of the building (simple structure) There is).

第三実施例Third embodiment

図5で示す第三実施例は、第二実施例と同様に接合枠12、ドリフトピン6、止着ボルト16或いはほぞパイプ18を用いて、土台1,3および柱21を互いに接合したもので、一方の土台1に設けた、第二実施例の嵌挿穴9´に代えて通し孔9´Aとして、これに第二実施例のねじ孔19に代えてほぞパイプ18に設けた貫通孔19´,19´を通じて止着ボルト16を貫通させ、土台1より突出するボルト先端にナット26を螺合、締付けて接合枠12およびほぞパイプ18を一方の土台1に組付けた点が、第二実施例と相違するだけで、残余の点は、符号を同じくして示す通り、第二実施例と同様である。   The third embodiment shown in FIG. 5 is obtained by joining the foundations 1, 3 and the pillar 21 to each other using the joining frame 12, the drift pin 6, the fastening bolt 16, or the mortise pipe 18 as in the second embodiment. A through hole provided in one mortar pipe 18 instead of the screw hole 19 of the second embodiment instead of the insertion hole 9 'of the second embodiment provided in one base 1. The fixing bolt 16 is penetrated through 19 'and 19', the nut 26 is screwed and tightened to the bolt tip protruding from the base 1, and the joining frame 12 and the tenon pipe 18 are assembled to one base 1 in the first point. The only difference from the second embodiment is that the remaining points are the same as those of the second embodiment as shown by the same reference numerals.

この実施例は、ナット26が土台1より露出しているので、木質である土台1,3のやせに対処して増締め行うことができる。   In this embodiment, since the nut 26 is exposed from the base 1, the tightening can be performed in response to the thinness of the bases 1 and 3 made of wood.

第四実施例Fourth embodiment

図6の第四実施例は、柱101と梁103との接合装置例で、第三実施例の一方の土台1に代えて柱101と成し、他の一方の土台3に代えて梁103とした点が相違し(ほぞパイプ18を用いない点も相違するこというまでもない)、残余の点は同一符合で示す通り、第二乃至第三実施例と同様である。   The fourth embodiment shown in FIG. 6 is an example of a joining apparatus for a column 101 and a beam 103, which is formed with a column 101 instead of one base 1 of the third embodiment, and a beam 103 instead of the other base 3 of the third embodiment. (The point of not using the mortise pipe 18 is not different), and the remaining points are the same as in the second to third embodiments as shown by the same reference numerals.

なお、柱101と梁103との接合に際し、柱101側に接合枠12を他の実施例と同様に組付けて接合面101aより突出しておき、梁103の下側の嵌挿孔5にドリフトピン6を嵌挿して組付けて、梁103の接合面103aを柱101側の接合面101aに沿って上昇させると、梁103に組付けた前記ドリフトピン6が接合板2に係止し(傾斜縁部2b´で)、柱101に対する梁103の配置位置を自動的に設定し、この状態で上側の嵌挿孔5にドリフトピン6を嵌挿することにより梁103を柱101に引き寄せ接合することができる。   When the column 101 and the beam 103 are joined, the joining frame 12 is assembled on the column 101 side in the same manner as in the other embodiments, protrudes from the joining surface 101a, and drifts to the fitting hole 5 below the beam 103. When the pin 6 is inserted and assembled and the joint surface 103a of the beam 103 is raised along the joint surface 101a on the column 101 side, the drift pin 6 assembled to the beam 103 is locked to the joint plate 2 ( In the inclined edge portion 2b '), the arrangement position of the beam 103 with respect to the column 101 is automatically set, and in this state, the drift pin 6 is inserted into the upper insertion hole 5 so that the beam 103 is pulled and joined to the column 101. can do.

同様に、上側の嵌挿孔5側にドリフトピン6を組付けて梁103を柱101に沿って降下させると、該ドリフトピン6が接合板2に掛止され、下側の嵌挿孔5に対するドリフトピン6の嵌挿作業を円滑に行うことができる。このように、梁103を降下させて梁103に組付けたドリフトピン6を接合板2に掛止する際、接合板2の係止爪13が柱101に嵌入しているので、ドリフトピン6すなわち梁103の荷重がバランス悪く接合板2に負荷されても、接合板2すなわち接合枠12は止着ボルト16を中心に回動することがなく、係止爪13は梁103と支柱101を斯様なやり方で接合するのに有効である。   Similarly, when the drift pin 6 is assembled on the upper insertion hole 5 side and the beam 103 is lowered along the column 101, the drift pin 6 is hooked on the joining plate 2 and the lower insertion hole 5 is inserted. It is possible to smoothly insert the drift pin 6 into the. In this way, when the drift pin 6 assembled to the beam 103 is lowered onto the joining plate 2 by lowering the beam 103, the latching claw 13 of the joining plate 2 is fitted into the column 101. That is, even if the load of the beam 103 is imbalanced and is applied to the joining plate 2, the joining plate 2, that is, the joining frame 12 does not rotate around the fastening bolt 16, and the locking claw 13 connects the beam 103 and the support column 101. It is effective to join in such a manner.

梁103をクレーン等で保持した状態で、スリット4を接合板2に係合するようにして、該保持した状態のまま上下のドリフト10,10を嵌挿孔5,5に嵌挿するようにして梁103を柱101に接合しても良いことは、勿論である。図7の実施形の接合枠12は、例えば、斯様なときに用いることができる。   While the beam 103 is held by a crane or the like, the slit 4 is engaged with the joining plate 2, and the upper and lower drifts 10 and 10 are inserted into the insertion holes 5 and 5 while being held. Of course, the beam 103 may be joined to the column 101. The joining frame 12 of the embodiment shown in FIG. 7 can be used, for example, in such a case.

第一実施例の横断面図。The cross-sectional view of the first embodiment. 第一実施例の縦断面図。The longitudinal cross-sectional view of a 1st Example. 第二実施例の横断面図。The cross-sectional view of the second embodiment. 第二実施例の縦断面図。The longitudinal cross-sectional view of a 2nd Example. 第三実施例の縦断面図。The longitudinal cross-sectional view of a 3rd Example. 第四実施例の縦断面図。The longitudinal cross-sectional view of 4th Example. 接合枠の他実施形の斜視図。The perspective view of the other implementation form of a joining frame.

符号の説明Explanation of symbols

2 接合板
2a 上縁
2b 下縁
2a´ 傾斜縁部
2b´ 傾斜縁部
4 スリット
5 嵌挿孔
6 ドリフトピン
2 Joining plate 2a Upper edge 2b Lower edge 2a 'Inclined edge 2b' Inclined edge 4 Slit 5 Insertion hole 6 Drift pin

Claims (1)

互いに接合する一対の軸組材の一方の軸組材の接合面に、上下両縁に先端から基部方向に漸次互いに近接する傾斜縁部を設けた、一対の接合板を間隔を存して突設し、該接合板を接合面に設けたスリットにおいて嵌合した他の一方の軸組材に、前記スリットと交差する、上下の嵌挿孔を設け、各嵌挿孔にドリフトピンを接合板の前記傾斜縁部に接触させて嵌挿した、軸組材の接合装置。
A pair of joint plates, which are provided with inclined edges gradually approaching each other in the base direction from the tip on both upper and lower edges on the joint surface of one shaft assembly of the pair of shaft assemblies to be joined together, are spaced apart. The other one of the shaft assembly members fitted in the slit provided on the joining surface is provided with upper and lower fitting insertion holes intersecting the slit, and a drift pin is joined to each fitting insertion hole. The shaft assembly member joining apparatus which is inserted in contact with the inclined edge portion.
JP2004013039A 2004-01-21 2004-01-21 Shaft assembly joining equipment Expired - Lifetime JP4455069B2 (en)

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