JP4327624B2 - Combined beam joining device - Google Patents

Combined beam joining device Download PDF

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JP4327624B2
JP4327624B2 JP2004056107A JP2004056107A JP4327624B2 JP 4327624 B2 JP4327624 B2 JP 4327624B2 JP 2004056107 A JP2004056107 A JP 2004056107A JP 2004056107 A JP2004056107 A JP 2004056107A JP 4327624 B2 JP4327624 B2 JP 4327624B2
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joint
joining
combined beam
column
combination beam
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JP2005248437A (en
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夏目正来
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株式会社カネシン
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Description

本発明は、木造建物に用いる組合せ梁の接合装置に関するものである。   The present invention relates to a combined beam joining apparatus used for a wooden building.

木造建物に用いる木製の梁は、耐力を得る関係から建物構造によって概し、縦幅(所謂、梁成)を大きくする必要があるが、近年、素材資源の関係から細い梁材を上下に重ね合わせて互いに接合して必要耐力を得るようにした所謂組合せ梁が用いられるようになっている。   Wooden beams used in wooden buildings are roughly structured according to the structure of the building because of their strength, and it is necessary to increase the vertical width (so-called beam formation). So-called combined beams are used which are joined together to obtain the required proof stress.

この組合せ梁の接合装置としては、柱の側面に設けた受止穴に接合金具のプレート状の本体板の基端に突設した掛止材を嵌合掛止して組付けて前記本体板を柱側面より突出させ、この本体板に横架材の端部を端面に設けたスリットを係合させて組合わせるようにして前記スリットを通じて横架材の端部に予め横設した掛止杆を前記本体板に掛止して仮接合した後、横架材を通じて本体板に接合杆を嵌挿して接合するようにした構造のもの(例えば、特許文献1参照)を適用することが考えられる。   As this combination beam joining device, the main body plate is assembled by fitting and engaging the latching material protruding from the base end of the plate-shaped main body plate of the joint metal fitting into the receiving hole provided on the side surface of the column. A latch that is preliminarily disposed at the end of the horizontal member through the slit so that the end of the horizontal member is combined with the main body plate by engaging the slit provided on the end surface. It is conceivable to apply a structure (for example, refer to Patent Document 1) in which a joint rod is inserted and joined to the main body plate through a horizontal member after being temporarily attached to the main body plate. .

特開平5−295799号公報(第3頁、図1および図2)Japanese Patent Laid-Open No. 5-295799 (page 3, FIGS. 1 and 2)

前記従来例は、接合金具を横架材(組合せ梁に対応)の径(縦幅)に対応する大きさにして用いるようになっているため、比較的細い(標準的な)径の梁を重ね合せて接合して比較的太い径とした組合せ梁に当該構造の接合金具を用いる場合に該組合せ梁に対応する大きさの接合金具を用意する必要がある。   In the conventional example, since the joint metal fitting is used with a size corresponding to the diameter (vertical width) of the horizontal member (corresponding to the combined beam), a relatively thin (standard) diameter beam is used. In the case of using a joining bracket of the structure for a combined beam having a relatively large diameter by overlapping and joining, it is necessary to prepare a joining bracket having a size corresponding to the combined beam.

すなわち、従来の梁の接合装置は、標準的な大きさ(径)の梁の、柱又は横架材に対する接合を考慮したもので、該標準的な大きさ(径)の梁材を接合して得た大きさの、所謂組合せ梁の接合に特別に対処した構造のものはなく、接合金具を取扱い上不都合な大形にするとするのが精々であった。   In other words, the conventional beam joining device is intended for joining a standard size (diameter) beam to a column or a horizontal member, and joins the standard size (diameter) beam material. There is no structure specially adapted to the so-called combination beam joining of the size obtained in this way, and it has been difficult to make the joining metal fittings inconveniently large in size.

本発明は、大形で重量も嵩ることによって、適用する接合金具の取扱い上の不都合さもなく、しかも、耐久的な組合せ梁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 combined beam that is large and heavy and has no inconvenience in handling of a joining fitting to be applied.

取付け部片の縦方向に沿う両端に接続部片を相対して連設して接合金具を構成し、一対の該接合金具を柱又は横架材の側面に組合せ梁の上下の構成材に対応するように並べて配して前記取付け部片において止着する一方、組合せ梁の端面に縦設した係合溝に係合して一対の接合板を前記組合せ梁にそれぞれ前記上下の構成材にわたすように配して前記組合せ梁内において相対して止着し、この接合板と該接合板間に係合した、接合金具の前記接続部片を、前記組合せ梁の外部から嵌挿した接合杆で互いに止着した構成とする。   A connecting piece is connected to both ends along the longitudinal direction of the mounting piece to form a joint fitting, and a pair of the joint fittings are attached to the side of the column or horizontal member to correspond to the upper and lower constituent members of the combined beam Are arranged side by side and fastened at the attachment piece, and engaged with an engaging groove formed vertically on the end face of the combined beam, and a pair of joining plates are respectively passed to the upper and lower components on the combined beam. The connecting rods that are fixedly attached to each other in the combined beam and are engaged with each other between the connecting plate and the connecting plate, and the connecting piece of the connecting metal fitting is inserted from the outside of the combined beam. The structure is fixed to each other.

本発明によれば、互いに接合して組合せ梁を構成する上下の構成材それぞれを独立させて柱又は横架材に接合金具を用いて接合する構成を採るので、構成材間の接合部分に負荷される荷重の集中を可及的に低減でき、また、接合板が上下の構成材の接合の補強効果を期待できるものであるから、組合せ梁の接合装置として耐久的な装置を提供でき、特別に大形な接合金具を用意する必要もないので経済的でもある。   According to the present invention, since the upper and lower constituent members constituting the combined beam are joined to each other independently and joined to the column or the horizontal member using the joining bracket, a load is applied to the joint portion between the constituent members. Load concentration can be reduced as much as possible, and the joint plate can be expected to have a reinforcing effect on the joining of the upper and lower components. It is also economical because it is not necessary to prepare a large joint.

図面は本発明に係る組合せ梁の接合装置の一実施例を示し、図1は縦断面図、図2は図2のx−x線断面図、図3は一部の分解斜視図、図4は他の実施例の組合せ梁の一部分解斜視図である。   1 is a longitudinal sectional view, FIG. 2 is a sectional view taken along line xx of FIG. 2, FIG. 3 is a partial exploded perspective view, and FIG. FIG. 5 is a partially exploded perspective view of a combination beam of another embodiment.

図示のものは、柱1に組合せ梁2を接合金具3と接合板(鋼板製)4を用いて接合するようにしたものであるが、柱1に代えて他の梁等の横架材の側面に該組合せ梁2を接合するものであっても良い。   In the illustrated example, the combination beam 2 is joined to the column 1 by using a joining metal fitting 3 and a joining plate (made of steel plate) 4, but instead of the column 1, a horizontal member such as another beam is used. The combination beam 2 may be joined to the side surface.

組合せ梁2は、標準タイプの梁材(横幅×高さ幅:105mm×240mm)で構成した上下の構成材2A,2Bの接合面(上構成材2Aにあっては下面、下構成材2Bにあっては上面)の長手方向に沿う適所に接続穴11を設け、該接続穴11に一半を係合して接続筒9を上下の構成材2A,2B間に介在させ、接続筒9に各構成材2A,2Bに対応させて設けた透孔5とこれに一致するようにして、上下の構成材2A,2B側に設けた通し孔6に接続杆7を嵌挿、打込んで、前記一対の構成材2A,2Bを上下方向に重ね合わせて互いに接合して構成し、端面に縦設した係合溝8と該係合溝8の奥端両側に連通したスリット10,10を備えたものである。   The combined beam 2 is a joint surface of upper and lower constituent members 2A and 2B made of a standard type beam member (horizontal width × height width: 105 mm × 240 mm) (in the case of the upper constituent member 2A, the lower member and the lower constituent member 2B). In this case, a connection hole 11 is provided at a suitable position along the longitudinal direction of the upper surface), and a half of the connection hole 11 is engaged with the connection hole 11 so that the connection cylinder 9 is interposed between the upper and lower components 2A and 2B. The connecting rod 7 is inserted and driven into the through hole 6 provided on the upper and lower components 2A, 2B side so as to coincide with the through holes 5 provided corresponding to the components 2A, 2B, A pair of constituent members 2A and 2B are configured to overlap each other in the vertical direction and are joined to each other, and provided with an engagement groove 8 provided vertically on an end surface and slits 10 and 10 communicated with both sides of the rear end of the engagement groove 8. Is.

なお、上下の構成材2A,2Bは、前記接続穴11とこれに連通する通し孔6を設けると共に、前記係合溝8とこれに連通するスリット10の上下方向の一半を構成する係合溝構成部8´とスリット構成部10´を設け、しかも、端部側面には、前記係合溝構成部8´(係合溝8)に連通する、上、中、下の接合孔12,12,12と前記スリット構成部10´(スリット10)に連通する上下一対の止着孔18,18を、接合孔12を端面側にして上下方向に並設して構成したもので、組合せ梁2を構成するための手段としては、前記の接続杆7とこれを嵌合する接続穴11を用いる、所謂ピン接合手段の外に、例えば、接合面同士を接着する接着手段或いは該接着手段を前記ピン接合手段と併用する場合等々考えられるが、いずれにしても、上下の構成材2A,2Bを接合して組合せ梁2を得れば良いのであるから、該接合手段は自由に選択すれば良く、例えば、図4で示すように、上下の構成材2A,2Bの適所に縦孔11Aを設け、互いに一致させた、上下の構成材2A,2Bの該縦孔11A,11Aに接続螺杆9A(ボルトでも良い)を貫通させ、該螺杆9Aに接続ナット9Bを螺合締付けて組合せ梁2とする手段もある。   The upper and lower components 2A and 2B are provided with the connection hole 11 and a through hole 6 communicating with the connection hole 11, and an engagement groove constituting one half of the engagement groove 8 and the slit 10 communicating therewith in the vertical direction. A component 8 'and a slit component 10' are provided, and upper, middle and lower joint holes 12, 12 communicated with the engagement groove component 8 '(engagement groove 8) on the end side surface. , 12 and a pair of upper and lower fastening holes 18, 18 communicating with the slit constituting portion 10 ′ (slit 10) are arranged side by side in the vertical direction with the joining hole 12 as the end face side. In addition to the so-called pin bonding means using the connection rod 7 and the connection hole 11 for fitting the connection rod 7, for example, an adhesion means for bonding bonding surfaces or the adhesion means It can be used in combination with pin joining means, but in any case Since the upper and lower constituent members 2A and 2B may be joined to obtain the combined beam 2, the joining means may be freely selected. For example, as shown in FIG. 4, the upper and lower constituent members 2A and 2B A vertical hole 11A is provided at an appropriate position, and a connecting screw 9A (or a bolt) may be passed through the vertical holes 11A, 11A of the upper and lower components 2A, 2B, which are aligned with each other, and a connecting nut 9B is screwed into the screw 9A. There is also a means for making the combined beam 2 by fastening.

前記柱1の側面の所要個所には、組合せ梁2を構成する前記上下の構成材2a,2bにそれぞれ対応するよう一対の前記接合金具3,3を上下に並べて突設してある。   A pair of the joint fittings 3 and 3 are vertically arranged in a projecting manner at a required portion on the side surface of the column 1 so as to correspond to the upper and lower constituent members 2a and 2b constituting the combination beam 2, respectively.

接合金具3は、取付部片3aの縦方向に沿う両端に接続部片3b,3bを相対して連設し、接続部片3bの上端に、組合せ梁2の上下の構成材2A,2Bに設けた上接合孔12に対応する位置にして半円状切欠13Aを設け、中間部には前記半円状切欠13Aの直下にして上下に並び、しかも、前記上下の構成材2A,2Bに設けた中接合孔12と下接合孔12に対応する位置にして上下一対の組付け孔13B,13Bを設けたもので、取付部片3aに設けた取付け孔14を利用して前記柱1に設けた通し孔15に貫通させたボルト16とこれに螺合したナット17によって取付部片3aにおいて柱1に締付け、前記の通りに柱1の側面に配したものである。   The joint fitting 3 has connection part pieces 3b and 3b arranged opposite to each other at both ends along the longitudinal direction of the attachment part piece 3a, and is connected to upper and lower components 2A and 2B of the combined beam 2 at the upper end of the connection part piece 3b. A semicircular notch 13A is provided at a position corresponding to the provided upper joint hole 12, and is arranged vertically in the middle portion directly below the semicircular notch 13A, and provided in the upper and lower components 2A and 2B. In addition, a pair of upper and lower assembly holes 13B, 13B are provided at positions corresponding to the middle joint hole 12 and the lower joint hole 12, and are provided in the column 1 using the attachment holes 14 provided in the attachment piece 3a. A bolt 16 passed through the through-hole 15 and a nut 17 screwed into the bolt 16 are fastened to the column 1 at the attachment portion 3a and arranged on the side surface of the column 1 as described above.

上下の構成材2A,2Bを前記ピン接合手段で接合して構成した組合せ梁2の端面に設けた前記係合溝8には一対の接合板4,4を相対して係合して止着し、接合板4は、組合せ梁2に設けた前記接合孔12と止着孔18と対応する位置にして透孔19,19´を設け、後端側の一群の透孔19´,19´,19´,19´を組合せ梁2側の止着孔18,18,18,18に一致するように前記スリット10に嵌挿し、止着孔18側から止着杆20をこれら孔18,19´に嵌挿、打込んで止着し,組合せ梁2内において相対して配設したものである。   A pair of joining plates 4 and 4 are engaged with each other in the engagement groove 8 provided on the end face of the combined beam 2 formed by joining the upper and lower constituent members 2A and 2B by the pin joining means and fixed. The joining plate 4 is provided with through holes 19 and 19 'at positions corresponding to the joining holes 12 and the fastening holes 18 provided in the combination beam 2, and a group of through holes 19' and 19 'on the rear end side. , 19 ′, 19 ′ are inserted into the slit 10 so as to coincide with the fastening holes 18, 18, 18, 18 on the combination beam 2 side, and the fastening rod 20 is inserted into the holes 18, 19 from the fastening hole 18 side. It is inserted and driven into 'and fastened, and is disposed relative to each other in the combination beam 2.

そして、係合溝8内に相対して配設したこの接合板4,4間に柱1の側面に前記の通りに突設した一対の前記接合金具3,3の接続部片3b,3bを介在させて接合板4の先端側の一群の透孔19,…とこれに一致させた組合せ梁2側の一群の接合孔12,…およびこれらに一致させた、接合金具3の接続部片3bに設けた半円状切欠13A又は組付け13Bに接合杆21を嵌挿、打込んで、組合せ梁2を柱1に接合した実施例装置としたものである。   Then, the connecting pieces 3b, 3b of the pair of the fittings 3, 3 projecting as described above on the side surface of the column 1 between the joining plates 4, 4 disposed relative to the engagement groove 8 are provided. A group of through-holes 19 on the distal end side of the joining plate 4 and a group of joining holes 12 on the side of the combined beam 2 that are made to intervene, and a connection piece 3b of the joint fitting 3 that is made to coincide with them. In this embodiment, a joining rod 21 is inserted and driven into a semicircular notch 13A or an assembly 13B provided in the above, and the combined beam 2 is joined to the column 1.

因みに、実施例の場合は、組合せ梁2に、該梁2の構成材2A,2B間にわたすようにして前記の通り、一対の接合板4,4を止着杆20で前記の通り止着する一方、接合板4,4を組合せ梁2に組付けた状態における最上位の接合孔(説明の便宜上、符号12Aで示す)と、これに一致する接合板4側の最上位の透孔(説明の便宜上、符号19Aで示す)に、接合杆(同じく便宜上21Aで示す)を嵌挿して組付けておき、該接合杆21Aを組付けた組合せ梁2(の端面)を柱1の側面に沿って降下させ、柱1側に前記の通り突設した上下一対の接合金具3,3の上位側の接合金具3の接続部片3b,3bの上端に設けた半円上切欠13Aに、前記接合杆21Aを掛止させて組合せ梁2を柱1に仮止めした後、接合孔12から透孔19および組付け孔13B(又は下方側の接合金具3の半円状切欠13A)を通じて接合杆21を打込み嵌挿する作業順を経て実施例装置としたもので、組合せ梁2を柱1に対する仮止め状態を得ることにより、接合杆21の打込み操作を円滑に行うことができるのである。   Incidentally, in the case of the embodiment, as described above, the pair of joining plates 4 and 4 are fixed to the combined beam 2 with the fixing rod 20 as described above so as to extend between the constituent members 2A and 2B of the beam 2. On the other hand, the uppermost joint hole (indicated by reference numeral 12A for convenience of explanation) in a state in which the joint plates 4 and 4 are assembled to the combination beam 2, and the uppermost through hole on the joint plate 4 side corresponding to this ( For convenience of explanation, a joint rod (also denoted by 21A for convenience) is inserted and assembled to the side of the column 1 with the combination beam 2 (the end surface thereof) assembled with the joint rod 21A. The semicircular upper notch 13A provided at the upper end of the connection piece 3b, 3b of the upper joint metal 3 of the pair of upper and lower joint metal fittings 3, 3 projecting down along the pillar 1 as described above, After the joining rod 21A is latched and the combined beam 2 is temporarily secured to the column 1, the joining hole 12 through the through-hole 19 and The working device is driven through the assembly hole 13B (or the semicircular cutout 13A of the lower joint fitting 3) and the working order of inserting and inserting the joint rod 21, and the combined beam 2 is temporarily fixed to the column 1 Therefore, the operation of driving the joining rod 21 can be performed smoothly.

縦断面図。FIG. 図2のx−x線断面図。Xx sectional view taken on the line of FIG. 一部の分解斜視図。FIG. 他の実施例の組合せ梁の一部分解斜視図The partially exploded perspective view of the combination beam of another Example

符号の説明Explanation of symbols

1 柱
2 組合せ梁
2A 上構成材
2B 下構成材
3 接合金具
3a 取付け部片
3b 接続部片
4 接合板
8 係合溝
10 スリット
21 接合杆
DESCRIPTION OF SYMBOLS 1 Column 2 Combined beam 2A Upper component 2B Lower component 3 Joint metal fitting 3a Attachment part 3b Connection part 4 Joint plate 8 Engaging groove 10 Slit 21

Claims (1)

取付け部片の縦方向に沿う両端に接続部片を相対して連設して接合金具を構成し、一対の該接合金具を柱又は横架材の側面に組合せ梁の上下の構成材に対応するように並べて配して前記取付け部片において止着する一方、一対の接合板を前記組合せ梁に組合せ梁の端面に縦設した係合溝に係合して、それぞれ前記上下の構成材にわたすように配して前記組合せ梁内において相対して止着し、この接合板と該接合板間に係合した、接合金具の前記接続部片を、前記組合せ梁の外部から嵌挿した接合杆で互いに止着した、組合せ梁の接合装置。 Consecutively provided relative to connecting piece longitudinally along both ends of the attachment piece constitutes a metal joint, a pair of該接alloy tool, the side surface of the column or horizontal member, top and bottom construction material combination beam Are arranged side by side so as to correspond to each other, and are fixed to the mounting portion piece, while a pair of joining plates are engaged with engagement grooves formed vertically on an end surface of the combination beam on the combination beam, respectively, The joint plate and the connection piece of the joint fitting engaged between the joint plates are fitted from the outside of the combination beam. A combined beam joining device that is fastened to each other with inserted joint rods.
JP2004056107A 2004-03-01 2004-03-01 Combined beam joining device Expired - Fee Related JP4327624B2 (en)

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