JP4141925B2 - Equipment for joining horizontal members in wooden buildings - Google Patents
Equipment for joining horizontal members in wooden buildings Download PDFInfo
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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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- 238000003780 insertion Methods 0.000 claims description 16
- 230000037431 insertion Effects 0.000 claims description 16
- 230000007423 decrease Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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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)
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,
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
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
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
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
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
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
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
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
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
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
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
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
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
Claims (1)
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.
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)
| Publication Number | Publication Date |
|---|---|
| JP2005097913A JP2005097913A (en) | 2005-04-14 |
| JP4141925B2 true JP4141925B2 (en) | 2008-08-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2003331408A Expired - Fee Related JP4141925B2 (en) | 2003-09-24 | 2003-09-24 | Equipment for joining horizontal members in wooden buildings |
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| Country | Link |
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| JP (1) | JP4141925B2 (en) |
Cited By (1)
| 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 |
-
2003
- 2003-09-24 JP JP2003331408A patent/JP4141925B2/en not_active Expired - Fee Related
Cited By (1)
| 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 |
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| Publication number | Publication date |
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| JP2005097913A (en) | 2005-04-14 |
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