JP4327782B2 - Column and foundation mortise joining device - Google Patents

Column and foundation mortise joining device Download PDF

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JP4327782B2
JP4327782B2 JP2005277462A JP2005277462A JP4327782B2 JP 4327782 B2 JP4327782 B2 JP 4327782B2 JP 2005277462 A JP2005277462 A JP 2005277462A JP 2005277462 A JP2005277462 A JP 2005277462A JP 4327782 B2 JP4327782 B2 JP 4327782B2
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base
joining
column
tenon
foundation
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JP2007085124A (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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本発明は、木造建物における柱を基礎コンクリート上に載置した土台に接合する、柱と土台のほぞ接合装置に関するものである。   The present invention relates to a mortise joining apparatus for a pillar and a foundation, which joins a pillar in a wooden building to a foundation placed on foundation concrete.

柱の下端面に設けたほぞを土台に設けたほぞ穴に嵌合して柱と土台を接合する、所謂ほぞ接合装置は、具体例を挙げるまでもなく公知である。   A so-called tenon joining apparatus that joins a tenon provided on the lower end surface of a column to a tenon provided in a base and joins the column and the base is well known.

前記在来のほぞ接合は、構造的に柱に対する水平方向の外力の負荷に対処し得ても、引き抜き方向の外力に対する耐力に欠けるという欠点がある。   Even though the conventional tenon joint can structurally cope with the load of the external force in the horizontal direction on the column, it has a drawback that it lacks the resistance to the external force in the pulling direction.

本発明は、柱に対する引き抜き方向に負荷される外力にも充分対処し得る、柱と土台のほぞ接合装置を提供すべく創案したものである。   The present invention has been devised to provide a tenon joining device for a column and a base that can sufficiently cope with an external force applied in a pulling direction with respect to the column.

柱の下端面に突設したほぞを土台に設けたほぞ穴に嵌合して接合する柱と土台のほぞ接合装置において、柱の前記下端面に前記ほぞの相対する側面の延長上にしてスリットを設け、該スリットに上端を嵌挿して前記柱に止着した一対の、金属製の接合板の下部を、該接合板間に介在する前記ほぞと共に前記ほぞ穴に嵌挿し、該接続板の下部と、前記土台の下側から前記ほぞ穴に嵌挿した接合金具の接合材とを前記土台に貫通させた固定杆によって互いに固定し、前記接合金具を、前記土台と該土台を載置した基礎コンクリートとの間に介在させた基盤と、該基盤に立設した前記接合材とで構成した構成とするものである。   In a tenon joining device for a column and a base, which joins and joins a tenon projecting from the lower end surface of the column to a tenon hole provided in the base, the slit is formed on the lower end surface of the column on the extension of the opposite side of the tenon. A lower part of a pair of metal joining plates fitted to the pillar by fitting the upper ends of the slits into the slits is fitted into the mortises together with the tenons interposed between the joining plates. The lower part and the joining material of the joining metal fitting inserted into the mortise from the lower side of the foundation were fixed to each other by a fixing rod penetrating the foundation, and the joining metal fitting was placed on the foundation and the foundation. It is set as the structure comprised with the base | substrate interposed between foundation concrete and the said joining material standingly set | placed on this base | substrate.

本発明によれば、柱下端面に突設したほぞに金属製の接続板を重合させた構成を採るからほぞ(木製の)そのものを補強することになり、従って、水平方向の外力に対する耐力を増大させることができ、また、前記接続板はほぞと共に土台側のほぞ穴に嵌挿して土台下側から嵌挿した接合材(土台と基礎コンクーリトとの間に介在させた基板とで接合金具を構成する)と土台を貫通させた固定杆によって互いに固定したものであるから、引き抜きにも対処した、強固な柱と土台の接合装置を提供できる。   According to the present invention, the tenon (wooden) itself is reinforced by adopting a configuration in which a metal connecting plate is superposed on the tenon projecting from the bottom end surface of the column, and therefore the proof against horizontal external force is increased. In addition, the connecting plate is inserted into the mortise on the base side together with the mortise, and the joining material (the substrate interposed between the base and the foundation concrete) And a fixed column-base joining device that can cope with pulling out.

本発明にかかる柱と土台のほぞ接合装置は、基盤1に接合材2を立設して構成した接合金具Aの基盤1を、基礎コンクリートbと該基礎コンクリートb上に載置した土台3との間に介在させ、土台3に設けたほぞ穴4に前記接合材2を嵌合し、該接合材2と、前記ほぞ穴4にほぞ5と共に嵌挿した柱6側の、前記ほぞ5に重ね合わせた接続板7(金属製)とを、前記土台3に嵌挿した接合杆8で互いに接続したものである。   A tenon joining apparatus for a pillar and a base according to the present invention includes a base 1 of a joining metal fitting A constructed by standing a joining material 2 on a base 1, and a base 3 on which the base concrete b is placed. The joining material 2 is fitted into the mortise 4 provided in the base 3 and is inserted between the joining material 2 and the tenon 5 on the side of the column 6 inserted into the mortise 4 together with the tenon 5. The overlapped connection plates 7 (made of metal) are connected to each other by a joining rod 8 fitted into the base 3.

そして、前記接続板7は、前記柱6の下端面に突設した前記ほぞ5の相対する側面5a,5aの延長上にして前記柱6に設けたスリット9,9に上端側を嵌挿し、接続板7に設けた上側透孔10と柱6側に設けた貫通孔11に柱6外側から固定杆12を嵌挿して柱6に組付けたもので、ほぞ5と共に前記ほぞ穴4に嵌挿した下部に設けた下側透孔13ならびにこれらと一致する位置にして前記土台3に横設した貫通孔15に土台3外側から前記接合杆8を嵌挿して、その下部側を土台3に接続するようにしたものである。   The connecting plate 7 is inserted into the slits 9 and 9 provided in the column 6 on the extension of the opposing side surfaces 5a and 5a of the tenon 5 protruding from the lower end surface of the column 6, and the upper end side is inserted. A fixing rod 12 is inserted into the upper through hole 10 provided in the connecting plate 7 and the through hole 11 provided on the column 6 side from the outside of the column 6 and assembled to the column 6. The joint rod 8 is inserted from the outside of the base 3 into the lower through-hole 13 provided in the inserted lower part and the through hole 15 horizontally provided in the base 3 so as to coincide with these, and the lower side thereof is attached to the base 3. It is intended to be connected.

なお、接合金具Aを構成する基盤1は、基礎コンクリートbと土台3との間に介装して床下と屋外とを連通する換気口の形成材として機能するもので、図示省略したアンカーボルトとこれに螺合するナットによって土台3と共に基礎コンクリートbに締付けられるものである。   In addition, the base | substrate 1 which comprises the joining metal fitting A functions as a forming material of the ventilation port which is interposed between the foundation concrete b and the base 3, and connects under floor and the outdoors, It is fastened to the foundation concrete b together with the base 3 by a nut screwed into this.

第1実施例First embodiment

図1及び図2は第1実施例を示し、この第1実施例は、前記接続板7を仲介片16両端に相対設して構成した補強枠17(図5および図6)を構成材として構成するもので、柱6の下端面に突設したほぞ5の突出量(長さ)とスリット9の長さ(深さ)との和に接続板7の長さをやや等しい関係にし、接続板7,7間の離開幅(補強枠17の内径)に前記ほぞ5の側面5a,5a間の幅(暑さ)とほぼ等しい関係にして、接続板7をスリット9に嵌挿するようにして、前記の通り固定杆12で止着して、補強枠17を柱6に組付けたもので、この組付け状態にあって、ほぞ5の、補強枠17の仲介片16の近傍位置に存する先端部に設けた通し孔18は、接続板7(補強枠17を構成する)に設けた下側透孔13と一致する位置に存し、該通し孔18を通じて嵌挿した前記接合杆8によって、ほぞ5は接続板7、接合材2(後記する接合片2A)及び土台3と互いに固定されている。   FIGS. 1 and 2 show a first embodiment. This first embodiment uses a reinforcing frame 17 (FIGS. 5 and 6) constructed by disposing the connecting plate 7 at both ends of the intermediate piece 16 as a constituent material. The length of the connecting plate 7 is made slightly equal to the sum of the protruding amount (length) of the tenon 5 protruding from the lower end surface of the column 6 and the length (depth) of the slit 9 and connected. The connection plate 7 is inserted into the slit 9 so that the separation width between the plates 7 and 7 (inner diameter of the reinforcing frame 17) is substantially equal to the width (heat) between the side surfaces 5a and 5a of the tenon 5. As described above, the frame is fixed with the fixing rod 12 and the reinforcing frame 17 is assembled to the column 6. In this assembled state, the tenon 5 is positioned near the intermediate piece 16 of the reinforcing frame 17. The through hole 18 provided in the existing tip is located at a position coincident with the lower through hole 13 provided in the connection plate 7 (which constitutes the reinforcing frame 17). By the joint rod 8 which fits inserted through hole 18, the tenon 5 is fixed to one another and the connecting plate 7, the bonding material 2 and base 3 (the joining pieces 2A described later).

また、この第1実施例で適用した接合金具Aは、金属製の基盤1に溝状の枠体の中央部片を熔接して一対の接合片2A,2Aを相対して立設して接合材2としたもので、接合材2を構成する接合片2A,2A間にほぞ5を内嵌した前記補強枠17(接続板7)が嵌合するようにし、貫通孔15を通じた接合杆8によって、前記の通り、ほぞ5、補強枠17(接続板7)、接合材2(接合片2A)及び土台3は互いに接続され、一体的なる。   Further, the joining bracket A applied in the first embodiment is formed by welding a central piece of a groove-like frame body to a metal base 1 and connecting a pair of joining pieces 2A and 2A so as to face each other. The reinforcing frame 17 (connecting plate 7) in which the tenon 5 is fitted between the joining pieces 2A and 2A constituting the joining material 2 is fitted, and the joining rod 8 through the through hole 15 is used. As described above, the tenon 5, the reinforcing frame 17 (connection plate 7), the joining material 2 (joining piece 2A), and the base 3 are connected to each other and integrated.

図中、19は接合材2(接合片24)に設けた、接合杆8用の貫通孔である。   In the figure, 19 is a through-hole for the joint rod 8 provided in the joining material 2 (joint piece 24).

第2実施例Second embodiment

図3および図4(並びに、図5乃至図8)は第2実施例を示し、この第2実施例は、第1実施例が接合杆8を通し孔18を利用してほぞ5に貫通させて、柱6と土台3を接合したものであるに対し、ほぞ5の柱6下端面からの突出量を少くして、該ほぞ5と接合杆8との直接的な組付け(接続)を省略したものである。   3 and 4 (and FIGS. 5 to 8) show a second embodiment, in which the first embodiment allows the joint rod 8 to pass through the tenon 5 using the through hole 18. In contrast, the column 6 and the base 3 are joined, and the amount of protrusion of the tenon 5 from the lower end surface of the column 6 is reduced so that the tenon 5 and the joining rod 8 can be directly assembled (connected). It is omitted.

すなわち、ほぞ5は、第1実施例で示すように、土台3に直接的に接続する必要はない。   That is, the tenon 5 does not need to be directly connected to the base 3 as shown in the first embodiment.

残余の点は、同一符号で示す通り、第1実施例と同様であるので説明を省略する。   Since the remaining points are the same as those in the first embodiment as indicated by the same reference numerals, the description thereof is omitted.

第3実施例Third embodiment

図9乃至図10で示す第3実施例は、第1、第2の各実施例が、接続板7を補強枠17の構成材で構成するものであるに対し、これを金属板で構成し、その上端側をスリット9に嵌挿して固定杆12で柱6に固着してほぞ5を介して相対向させ、下端側をほぞ5と共に土台3側に設けたほぞ穴4に嵌合させて接合金具Aの接合材2に、前記の通り、接合杆8を用いて土台3に固定したものである。   In the third embodiment shown in FIGS. 9 to 10, each of the first and second embodiments comprises the connecting plate 7 with the constituent material of the reinforcing frame 17, whereas this is constituted with a metal plate. The upper end side is inserted into the slit 9 and fixed to the column 6 with the fixing rod 12 so as to be opposed to each other through the tenon 5, and the lower end side is fitted with the tenon 4 provided on the base 3 side together with the tenon 5 As described above, the bonding material 2 of the bonding metal A is fixed to the base 3 using the bonding rod 8.

そして、この第3実施例に適用した接合金具Aは、基盤1に断面逆溝状の金属枠を熔接して前記接合材2としたもので、この接合材2と土台3のほぞ穴4との内面との間にほぞ穴4に嵌合させたほぞ5より突出する接続板7の下端を係合するようにして土台3に柱6を組合わせ、土台3に設けた貫通孔15を通じてこれら接合材2と接続板7に接合杆8を嵌挿、打込んで、第3実施例の接合装置とするのである。   And the joining metal fitting A applied to this 3rd Example is what made the said joining material 2 by welding the metal frame of a cross-section reverse groove shape to the base | substrate 1, The mortise 4 of this joining material 2 and the base 3, The base plate 3 is combined with the base 3 so that the lower end of the connecting plate 7 protruding from the tenon 5 fitted in the mortise 5 is engaged with the inner surface of the base plate 3, and these through the through holes 15 provided in the base 3. The joining rod 8 is inserted and driven into the joining material 2 and the connecting plate 7 to form the joining device of the third embodiment.

なお、第3実施例の接合金具Aに代えて第1、第2実施例で示す形状(態)の接合金具を用いても不都合はない。   It should be noted that it is not inconvenient to use the joint fitting having the shape (state) shown in the first and second embodiments in place of the joint fitting A of the third embodiment.

第1実施例の正面図。The front view of 1st Example. 図1の断面図。Sectional drawing of FIG. 第2実施例の正面図。The front view of 2nd Example. 図3の断面図。Sectional drawing of FIG. 補強枠の正面図。The front view of a reinforcement frame. 補強枠の側面図。The side view of a reinforcement frame. 接合金具の正面図。The front view of a joining metal fitting. 接合金具の側面図。The side view of a joining metal fitting. 第3実施例の正面図。The front view of 3rd Example. 図9の断面図。Sectional drawing of FIG. 接続板の正面図。The front view of a connection board. 接続板の側面図。The side view of a connection board. 接合金具の正面図。The front view of a joining metal fitting. 接合金具の側面図。The side view of a joining metal fitting.

符号の説明Explanation of symbols

2 接合材
3 土台
4 ほぞ穴
5 ほぞ
6 柱
7 接続板
9 スリット
12 固定杆
A 接合金具
b 基礎コンクリート
2 Joining material 3 Base 4 Mortise 5 Mortise 6 Column 7 Connection plate 9 Slit 12 Fixing rod A Joint fitting b Basic concrete

Claims (1)

柱の下端面に突設したほぞを土台に設けたほぞ穴に嵌合して接合する柱と土台のほぞ接合装置において、柱の前記下端面に前記ほぞの相対する側面の延長上にしてスリットを設け、該スリットに上端を嵌挿して前記柱に止着した一対の、金属製の接合板の下部を、該接合板間に介在する前記ほぞと共に前記ほぞ穴に嵌挿し、該接続板の下部と、前記土台の下側から前記ほぞ穴に嵌挿した接合金具の接合材とを前記土台に貫通させた固定杆によって互いに固定し、前記接合金具を、前記土台と該土台を載置した基礎コンクリートとの間に介在させた基盤と、該基盤に立設した前記接合材とで構成した、柱と土台のほぞ接合装置。
In a tenon joining device for a column and a base, which joins and joins a tenon projecting from the lower end surface of the column to a tenon hole provided in the base, a slit is formed on the lower end surface of the column on the extension of the opposite side of the tenon A lower part of a pair of metal joining plates fitted to the pillar by fitting the upper ends of the slits into the slits is fitted into the mortises together with the tenons interposed between the joining plates. The lower part and the joining material of the joining metal fitting inserted into the mortise from the lower side of the foundation were fixed to each other by a fixing rod penetrating the foundation, and the joining metal fitting was placed on the foundation and the foundation. A mortise joining apparatus for a column and a base, which is composed of a base interposed between the base concrete and the joining material erected on the base.
JP2005277462A 2005-09-26 2005-09-26 Column and foundation mortise joining device Expired - Fee Related JP4327782B2 (en)

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Application Number Priority Date Filing Date Title
JP2005277462A JP4327782B2 (en) 2005-09-26 2005-09-26 Column and foundation mortise joining device

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Application Number Priority Date Filing Date Title
JP2005277462A JP4327782B2 (en) 2005-09-26 2005-09-26 Column and foundation mortise joining device

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JP2007085124A JP2007085124A (en) 2007-04-05
JP4327782B2 true JP4327782B2 (en) 2009-09-09

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