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JP4141925B2 - Equipment for joining horizontal members in wooden buildings - Google Patents
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JP4141925B2 - Equipment for joining horizontal members in wooden buildings - Google Patents

Equipment for joining horizontal members in wooden buildings Download PDF

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JP4141925B2
JP4141925B2 JP2003331408A JP2003331408A JP4141925B2 JP 4141925 B2 JP4141925 B2 JP 4141925B2 JP 2003331408 A JP2003331408 A JP 2003331408A JP 2003331408 A JP2003331408 A JP 2003331408A JP 4141925 B2 JP4141925 B2 JP 4141925B2
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horizontal member
receiving
bolt
column
rod
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JP2005097913A (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
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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、木造建物におけ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 in a wooden building, which is applied to join a horizontal member such as a beam or girder of a wooden building to a structural member such as a column or a trunk difference.

柱や胴差などの構造材の、梁や桁などの横架材との接合面に前記構造材方向に漸次縮径するテーパ部を備えたボルト頭部を突設し、該ボルト頭部を係合する係合溝を前記接合面に当接する前記横架材の端面に設けると共に、前記横架材には、前記テーパ部に掛止する掛止杆の嵌挿孔を横設した構造のものがある(例えば、特許文献1)   A bolt head having a tapered portion that gradually decreases in diameter in the direction of the structural material is projected from a joint surface of a structural material such as a column or a trunk to a horizontal member such as a beam or a girder. An engaging groove to be engaged is provided on an end surface of the horizontal member that abuts on the joint surface, and the horizontal member has a structure in which an insertion hole for a latch hook that is hooked to the tapered portion is provided horizontally. There is something (for example, Patent Document 1)

特開2002−146918号公報JP 2002-146918 A

前記従来例は、掛止杆がボルト頭部より外れないように(横架材が柱である構造材から離脱しないように)、或いは、掛止杆すなわち横架材の構造材方向への引き寄せが行われるように、ボルトの頭部を特殊形状としているため当該ボルトを特別に容易しなければならない。また、従来例は、ボルトとナットを螺合して構造材側に組付け、頭部側を接合面より突出させるようにしているため、接合面からボルト頭部の突出量を一定にすることがむずかしく、ボルト頭部の前記接合面からの突出状態にする保持手段を備えていないので、構造材に横架材を組合わせる際、該ボルト頭部が構造材側に後退して不都合が生じる場合もある。   In the conventional example, the latching rod is not detached from the bolt head (so that the horizontal member is not detached from the structural material which is a pillar), or the latching rod, that is, the horizontal member is pulled toward the structural material. Since the head portion of the bolt has a special shape, the bolt must be specially facilitated. Also, in the conventional example, the bolt and nut are screwed together and assembled to the structural material side so that the head side protrudes from the joint surface, so that the protruding amount of the bolt head from the joint surface is constant. Since the holding means for projecting the bolt head from the joint surface is not provided, when the horizontal member is combined with the structural material, the bolt head is retracted to the structural material side, resulting in inconvenience. In some cases.

本発明は、斯様な従来例の欠点を除去し、市販のボルト等を利用できるようにして比較的安価に実施することのできる横架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 eliminate such drawbacks of the conventional example and to provide a horizontal member joining apparatus that can be implemented at a relatively low cost by making it possible to use commercially available bolts and the like.

柱や胴差などの構造材の、梁や桁などの横架材との接合面に前記構造材方向に漸次縮径するテーパ部を備えた受支突子を突設し、該受支突子を係合する係合溝を前記接合面に当接する前記横架材の端面に設けると共に、前記横架材には、前記テーパ部に掛止する掛止杆の嵌挿孔を横設した、木造建物における横架材の接合装置であって、前記構造材と該構造材に組付けたボルトの頭部又は螺杆に螺合したナットとの間に前記ボルト又は螺杆を貫通させた受支筒を介在させて前記受支突子を構成し、受支筒に前記テーパ部を設けた構成としたものである。   A receiving protrusion having a tapered portion that gradually decreases in diameter in the direction of the structural material is projected from a joint surface of the structural material such as a column or a body difference with a horizontal member such as a beam or a girder. An engaging groove for engaging a child is provided on an end surface of the horizontal member that contacts the joint surface, and a fitting rod insertion hole for a hook that is hooked on the tapered portion is provided in the horizontal member. An apparatus for joining horizontal members in a wooden building, wherein the bolt or screw is passed between the structural material and a nut screwed into a head or a screw of a bolt assembled to the structural material. The receiving protrusion is configured by interposing a tube, and the tapered portion is provided in the receiving tube.

本発明によれば、横架材を構造材に確実に接合することができる装置を提供することができることは勿論、受支筒にボルト又は螺杆を貫通させて受支突子を構成するのでボルト又は螺杆は市販のものを利用することができ、従って、前記従来例のように特別な形状のボルトを用意する必要なく、しかも、構造材の接合面からの受支突子の突出量を一定に保て、横架材と構造材の組合わせを支障なく行うことができる。   According to the present invention, it is possible to provide a device capable of reliably joining the horizontal member to the structural member. Of course, the receiving protrusion is formed by passing the bolt or the screw through the receiving tube. Alternatively, a commercially available screw can be used, so that it is not necessary to prepare a bolt having a special shape as in the conventional example, and the protruding amount of the receiving projection from the joint surface of the structural material is constant. Therefore, the combination of the horizontal member and the structural member can be performed without any trouble.

図面は本発明に係る木造建物における横架材の接合装置の実施例を示し、図1は縦断面図、図2は図1の一部拡大図、図3は横断面図、図4は受支突子の構成材の斜視図、図5は第二実施例の横断面図である。   The drawings show an embodiment of a joining apparatus for horizontal members in a wooden building according to the present invention, FIG. 1 is a longitudinal sectional view, FIG. 2 is a partially enlarged view of FIG. 1, FIG. 3 is a transverse sectional view, and FIG. FIG. 5 is a cross-sectional view of the second embodiment.

図中、1は柱で、柱1の横架材2との接合面1aには受支突子3を縦方向に並べて突設してある。   In the figure, reference numeral 1 denotes a pillar, and a receiving protrusion 3 is vertically arranged on the joint surface 1 a of the pillar 1 with the horizontal member 2.

受支突子3は、前記柱1に横設した貫通孔4に、一対の座金5,6と該座金5,6間に介在させた受支筒7に貫通させたボルト(市販の六角ボルトで成る)8の先端を前記接合面1a側から貫通させ、接合面1aに相対する柱1の他側面1bから突出する該ボルト8の先端にナット9を螺合、締付けて、前記接合面1a側に突設し、ボルト8を貫通させた前記座金5,6と該座金5,6間に介在する前記受支筒7およびこれらを前記柱1とで挟持する、ボルト8の頭部8aとで構成したものである。   The receiving protrusion 3 is a bolt (commercially available hexagon bolt) that is passed through a pair of washers 5 and 6 and a receiving cylinder 7 interposed between the washers 5 and 6 in a through-hole 4 provided in the column 1. 8) is passed through from the side of the joining surface 1a, and a nut 9 is screwed and tightened to the tip of the bolt 8 protruding from the other side 1b of the column 1 opposite to the joining surface 1a. A head 8a of the bolt 8 that projects between the washer 5 and 6 through which the bolt 8 passes, the receiving cylinder 7 that is interposed between the washers 5 and 6, and the pillar 1 that holds them. It is composed of

この受支突子3を構成する前記受支筒7は、一端を最大径部として他の一端方向に漸次縮径させて構成した、一端側のテーパ部7aと他の一端側の直筒部7bとで成り、テーパ部7a側をボルト頭部8a側に配し、前記横架材2に嵌挿する掛止杆10がテーパ部7aに掛止する(載置する)ことによってテーパ部7aの傾斜に沿って柱1側に移動し、それに伴って横架材2が柱1側に移動すなわち引寄せが行われ、柱1と横架材2の安定した接合状態を得られるようにしたものである。   The receiving cylinder 7 constituting the receiving protrusion 3 is configured such that one end side is a taper portion 7a and the other end side straight cylinder portion 7b are configured such that one end is a maximum diameter portion and the diameter is gradually reduced in the other end direction. The taper portion 7a side is arranged on the bolt head 8a side, and the hooking rod 10 fitted and inserted into the horizontal member 2 is hooked (placed) on the taper portion 7a. It moves to the column 1 side along the inclination, and the horizontal member 2 is moved to the column 1 side, that is, attracted accordingly, so that a stable joined state of the column 1 and the horizontal member 2 can be obtained. It is.

横架材2は、柱1の前記接合面1aと当接(接合)する端面2aに縦設した係合溝11を備え、該係合溝11を、断面方形状の、開口端側の大径部11aと該大径部11aの奥壁の両隅部にスリット状にして連通させた小径部11b,11bとで構成し、この係合溝11の小径部11bに基端側を嵌挿するようにして補強板12を係合溝11(大径部11a)の側壁内側に重ね合わせ、該補強板12の基端側に縦方向に並べて設けた透孔13,13,13に横架材2端部に係合溝小径部11b,11bを横切るようにして設けた取付け用嵌挿孔14,14,14を通じて固定杆(ドリフトピン)15を打込み、嵌挿して、一対の前記補強板12,12を空隙(前記受支突子3を収納するに足る径幅の有る)18を存して相対して前記係合溝11部に組付け、係合溝11すなわち空隙18を横切るようにして、空隙18(係合溝11)内に係合したときの前記受支突子3を介する位置にして上下一対三組の嵌挿孔16,16´を設けたものである。   The horizontal member 2 includes an engagement groove 11 provided vertically on an end surface 2a that abuts (joins) the joint surface 1a of the column 1, and the engagement groove 11 has a rectangular shape in cross section and is large on the opening end side. It is composed of a diameter portion 11a and small diameter portions 11b and 11b which are communicated in the form of slits at both corners of the deep wall of the large diameter portion 11a, and the proximal end side is inserted into the small diameter portion 11b of the engagement groove 11 In this manner, the reinforcing plate 12 is overlapped on the inner side of the side wall of the engaging groove 11 (large diameter portion 11a), and is horizontally mounted in the through holes 13, 13, 13 provided in the longitudinal direction on the base end side of the reinforcing plate 12. A pair of the reinforcing plates is inserted by inserting and inserting a fixing rod (drift pin) 15 through fitting insertion holes 14, 14, 14 provided so as to cross the engagement groove small diameter portions 11 b, 11 b at the ends of the material 2. 12 and 12 are opposed to each other in the engagement groove 1 with a gap 18 (having a sufficient width to accommodate the receiving protrusion 3) 18 therebetween. A pair of upper and lower three sets are fitted at a position through the receiving protrusion 3 when engaged in the gap 18 (engagement groove 11) so as to cross the engagement groove 11, that is, the gap 18 Insertion holes 16 and 16 'are provided.

嵌挿孔16,16´は、横架材2の端部に係合溝11の大径部11aを横切るようにして設けた貫通孔と補強板12側に設けた透孔を互いに一致させて構成し、上嵌挿孔16には前記掛止杆10を、下嵌挿孔16´には係止杆17を適宜(図1では最下位の下嵌挿孔16´のみに係止杆17を嵌挿してあるが、他の下嵌挿孔16´,16´に係止杆を嵌挿しても良い)嵌挿するようにして用いるのである。   The insertion holes 16, 16 ′ are formed by aligning the through hole provided at the end of the horizontal member 2 so as to cross the large diameter portion 11 a of the engaging groove 11 and the through hole provided on the reinforcing plate 12 side. The above-mentioned latching rod 10 is provided in the upper fitting insertion hole 16, and the locking rod 17 is appropriately provided in the lower fitting insertion hole 16 '(in FIG. 1, only the lowermost fitting insertion hole 16' is provided with the locking rod 17). However, the locking rods may be inserted into the other lower insertion holes 16 'and 16').

そして、横架材2を柱1の接合面1aに沿って降下させて該横架材2を柱1に接合する場合は、横架材2の最上位の嵌挿孔16に係止杆10を嵌挿、打込むようにして該横架材2端部に該掛止杆10を横設して、該横架材2端部の係合溝11乃至空隙13を受支突子3の直上に位置させて降下させると、受支突子3を係合溝11すなわち補強板12,12間の前記空隙18内に相対的に係合しつつ横架材2(の端部)は降下し、この降下に伴って、横架材2端部の上部側に横設した掛止杆10も降下し、ついには、柱1の接合面1aに突設した最上位の受支突子3の受支筒7部に受支され、横架材2は掛止杆10の受支突子3(受支筒7)に対する掛止関係によって柱1に仮接合される。   When the horizontal member 2 is lowered along the joining surface 1a of the column 1 to join the horizontal member 2 to the column 1, the locking rod 10 is inserted into the uppermost insertion hole 16 of the horizontal member 2. Is inserted and driven into the end of the horizontal member 2 so that the hooking rod 10 is placed horizontally, and the engaging groove 11 through the gap 13 at the end of the horizontal member 2 are directly above the receiving protrusion 3. When positioned and lowered, the horizontal member 2 (the end thereof) is lowered while relatively engaging the receiving protrusion 3 in the gap 18 between the engaging groove 11, that is, the reinforcing plates 12 and 12, Along with this lowering, the latching rod 10 installed on the upper side of the end of the horizontal member 2 is also lowered, and finally the receiving of the uppermost receiving protrusion 3 protruding from the joint surface 1a of the column 1 is received. The horizontal member 2 is received by the support cylinder 7 and temporarily joined to the column 1 by the latching relationship of the latch rod 10 with respect to the receiving projection 3 (receiving cylinder 7).

なお、この仮接合時(掛止杆10を受支突子3に載置するとき)に、掛止杆10は受支筒7のテーパ部7aの傾斜によって柱1方向に移動することになり、これに伴って横架材2も柱1側に移動、引き寄せられ、安定した(仮)接合状態を得られる。因みに、各部材の相対的な位置関係は、この引寄せ操作が行われるべく設定、加工してあることは勿論である。   At the time of this temporary joining (when the retaining rod 10 is placed on the receiving protrusion 3), the retaining rod 10 moves in the direction of the column 1 due to the inclination of the tapered portion 7a of the receiving tube 7. Along with this, the horizontal member 2 is also moved and pulled toward the column 1 side, and a stable (temporary) joined state can be obtained. Incidentally, it is needless to say that the relative positional relationship of each member is set and processed so that this drawing operation is performed.

この仮接合状態にあって、各組の上位側の嵌挿孔16に他の掛止杆10を、最下位の下位側の嵌挿孔16´に前記係止杆17を相前後して嵌挿、打込むことによって(このとき、掛止杆10や係止杆17が受支筒7に圧接して受支筒7に回動方向の外力が負荷されることになるが、該受支筒7を貫通するボルト8側には当該外力が作用しないので、ナット9によるボルト8の締付け状態が緩むことはない)横架材2は柱1に接合される。   In this temporarily joined state, the other retaining rod 10 is fitted in the upper insertion hole 16 of each set, and the locking rod 17 is fitted in the lowermost lower insertion hole 16 '. By inserting and driving (at this time, the latching rod 10 and the locking rod 17 are pressed against the receiving cylinder 7 and an external force in the rotational direction is applied to the receiving cylinder 7. Since the external force does not act on the side of the bolt 8 that penetrates the cylinder 7, the tightening state of the bolt 8 by the nut 9 does not loosen. The horizontal member 2 is joined to the column 1.

掛止杆10や係止杆17の打込み操作時に、各杆10,17が受支筒7のテーパ部7a(の外周面)に強制的に接してこれを押圧する(位置関係や形状にしてある)ため、横架材2の柱1方向への引寄せ操作が行われる。   When the latch rod 10 or the locking rod 17 is driven, the rods 10 and 17 forcibly contact and press the taper portion 7a (the outer peripheral surface thereof) of the receiving cylinder 7 (with a positional relationship or shape). Therefore, the drawing operation of the horizontal member 2 toward the column 1 is performed.

接合状態にあって、掛止杆10は柱1側の受支突子3に掛止され、受支突子3は掛止杆10を介して横架材2側の荷重を受ける。また、係止杆17は、最下位の受支突子3の受支筒テーパ部7aの下縁に接することにより横架材2の柱1に沿う上昇を防ぐと共に、各掛止杆10とで受支突子3を挟持することにより(例えば、最下位の受支突子3の場合、その受支筒テーパ部7aの上縁側に係止杆10が接して位置することになるから該掛止杆10と最下位の受支突子3の受支筒テーパ部7aの下縁に接する係止杆17とで最下位の受支突子3を挟持することになる)、横架材2の柱1からの離脱を防止する。   In the joined state, the latching rod 10 is latched by the receiving projection 3 on the column 1 side, and the receiving projection 3 receives a load on the horizontal member 2 side through the latching rod 10. Further, the locking rod 17 is prevented from rising along the column 1 of the horizontal member 2 by contacting the lower edge of the receiving tube taper portion 7a of the lowermost receiving protrusion 3 and each latching rod 10 and (For example, in the case of the lowest receiving protrusion 3, the locking rod 10 is positioned in contact with the upper edge side of the receiving cylinder taper portion 7 a). The lowermost receiving protrusion 3 is sandwiched between the latching rod 10 and the locking rod 17 in contact with the lower edge of the receiving cylinder taper portion 7a of the lowermost receiving protrusion 3), the horizontal member The separation from the second pillar 1 is prevented.

実施例の一方の座金5は、ナット9による締付けによって受支突子3の受支筒7が柱1の接合面1aに滅り込むのを防ぐためで、この結果、各受支突子3,3,3の接合面1aからの突出量が一定に保たれ、嵌挿孔16,16´との関係等各部材の相対的な位置関係設計通りの状態にすることができる。   One washer 5 of the embodiment is for preventing the receiving cylinder 7 of the receiving protrusion 3 from being destroyed into the joint surface 1a of the column 1 by tightening with the nut 9, and as a result, each receiving protrusion 3 , 3 and 3 are kept constant, and the relative positional relationship of each member such as the relationship with the fitting insertion holes 16 and 16 'can be made as designed.

なお、図5で示すように、ボルト8の先端側に座金5,6と受支筒7を組合わせてボルト頭部8aに代えてナット8´を用いるようにして受支突子3を形成し、横架材3と柱1を介して相対する他の横架材3´を柱1に接合するようにしても良い。この場合、柱1と受支突子3および横架材3´の組合わせ関係の詳細な説明は省略するが、残余の点は図1や図2で説明した第1実施例の場合と同様である。   In addition, as shown in FIG. 5, the receiving protrusion 3 is formed by combining the washers 5 and 6 and the receiving cylinder 7 on the tip end side of the bolt 8 and using a nut 8 'instead of the bolt head 8a. However, another horizontal member 3 ′ that is opposed to the horizontal member 3 via the column 1 may be joined to the column 1. In this case, detailed description of the combination relationship between the pillar 1, the receiving protrusion 3 and the horizontal member 3 'is omitted, but the remaining points are the same as those in the first embodiment described with reference to FIGS. It is.

図5のボルト8に代えて両端に頭部のない螺杆を用い、該螺杆に図5で示すようなナットを用いるようにしても良い。   Instead of the bolt 8 of FIG. 5, a screw without a head at both ends may be used, and a nut as shown in FIG. 5 may be used for the screw.

なお、ボルトの螺子杆(脚杆)は請求項でいう「螺杆」を構成することはいうまでもない。   Needless to say, the screw rod (leg rod) of the bolt constitutes the “screw” in the claims.

また、横架材2を柱1の接合面1aに沿って上昇させて係合溝11(空隙18)に各受支突子3,3,3を納めるようにして、最下位の嵌挿孔16´に予め嵌挿して横架材2に組付けておいた係止杆17を最下位の受支突子3に係止させ、しかる後、嵌挿孔16に掛止杆10を嵌挿し(必要に応じて嵌挿孔16´に係止杆17を嵌挿組付けて)て図1に示すような接合状態を得ても良い。横架材2を上昇させて受支突子3と係合溝11等に係合する、このやり方は、既設の横架材に代えて新規の横架材を柱に接合、取替えを行う際に好適で、図1のような状態にして新設の横架材の柱1に接合した後、新設の横架材の上方に位置する旧横架材を切断取り除く方法を採ることができる。   Further, the horizontal member 2 is raised along the joining surface 1a of the column 1 so that the receiving protrusions 3, 3, and 3 are accommodated in the engaging groove 11 (gap 18). The locking rod 17 that is pre-inserted in 16 ′ and assembled to the horizontal member 2 is locked to the lowest receiving protrusion 3, and then the latching rod 10 is inserted into the insertion hole 16. A joining state as shown in FIG. 1 may be obtained (by fitting and assembling the locking rod 17 into the fitting hole 16 ′ if necessary). The horizontal member 2 is raised and engaged with the receiving protrusion 3 and the engaging groove 11 or the like. This method is used when a new horizontal member is joined to the column instead of the existing horizontal member, and is replaced. In this state, after joining the column 1 of the newly installed horizontal member in the state shown in FIG. 1, a method of cutting and removing the old horizontal member positioned above the newly installed horizontal member can be employed.

縦断面図。FIG. 図1の一部拡大図。The partially expanded view of FIG. 横断面図。FIG. 受支突子の構成材の斜視図。The perspective view of the structural material of a receiving protrusion. 第二実施例の横断面図。The cross-sectional view of the second embodiment.

符号の説明Explanation of symbols

1 柱
2 横架材
3 受支突子
7 受支筒
7b テーパ部
8 ボルト
10 掛止杆
16 嵌挿孔
1 Pillar 2 Horizontal member 3 Receiving protrusion 7 Receiving cylinder 7b Tapered portion 8 Bolt 10 Hook 16 Insertion hole

Claims (1)

柱や胴差などの構造材の、梁や桁などの横架材との接合面に前記構造材方向に漸次縮径するテーパ部を備えた受支突子を突設し、該受支突子を係合する係合溝を前記接合面に当接する前記横架材の端面に設けると共に、前記横架材には、前記テーパ部に掛止する掛止杆の嵌挿孔を横設した、木造建物における横架材の接合装置において、前記構造材と該構造材に組付けたボルトの頭部又は螺杆に螺合したナットとの間に前記ボルト又は螺杆を貫通させた受支筒を介在させて前記受支突子を構成し、該受支筒に前記テーパ部を設けた、木造建物における横架材の接合装置。
A receiving protrusion having a tapered portion that gradually decreases in diameter in the direction of the structural material is projected from a joint surface of the structural material such as a column or a body difference with a horizontal member such as a beam or a girder. An engaging groove for engaging a child is provided on an end surface of the horizontal member that contacts the joint surface, and a fitting rod insertion hole for a hook that is hooked on the tapered portion is provided in the horizontal member. In a joining apparatus for horizontal members in a wooden building, a receiving cylinder in which the bolt or screw is passed between the structural member and a nut screwed into a head of the bolt or a screw assembled to the structural member. An apparatus for joining horizontal members in a wooden building, wherein the receiving protrusion is configured to be interposed, and the tapered portion is provided in the receiving cylinder.
JP2003331408A 2003-09-24 2003-09-24 Equipment for joining horizontal members in wooden buildings Expired - Fee Related JP4141925B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003331408A JP4141925B2 (en) 2003-09-24 2003-09-24 Equipment for joining horizontal members in wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003331408A JP4141925B2 (en) 2003-09-24 2003-09-24 Equipment for joining horizontal members in wooden buildings

Publications (2)

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JP2005097913A JP2005097913A (en) 2005-04-14
JP4141925B2 true JP4141925B2 (en) 2008-08-27

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014001570A (en) * 2012-06-19 2014-01-09 Sumisho & Mitsuibussan Kenzai Co Ltd Junction structure of wooden building member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014001570A (en) * 2012-06-19 2014-01-09 Sumisho & Mitsuibussan Kenzai Co Ltd Junction structure of wooden building member

Also Published As

Publication number Publication date
JP2005097913A (en) 2005-04-14

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