JP2009144458A - Column base fitting for wooden building, and method for reinforcing wooden building using the same - Google Patents

Column base fitting for wooden building, and method for reinforcing wooden building using the same Download PDF

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JP2009144458A
JP2009144458A JP2007324649A JP2007324649A JP2009144458A JP 2009144458 A JP2009144458 A JP 2009144458A JP 2007324649 A JP2007324649 A JP 2007324649A JP 2007324649 A JP2007324649 A JP 2007324649A JP 2009144458 A JP2009144458 A JP 2009144458A
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column
fitting
mortise
base material
spacer
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Tsunehiro Hasegawa
常博 長谷川
Kunio Ideno
邦雄 出野
Takeshi Minamida
剛 南田
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Nippon Light Metal Co Ltd
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Nippon Light Metal Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a column base fitting for easily reinforcing a joint part even if wood of the joint part is degraded, and a method for reinforcing a wooden building using the column base fitting. <P>SOLUTION: The column base fitting 4 for reinforcing the joint part between a wooden column member 3 and a sill member 2 is provided with a fitting part 42 covering the lower end of the column member 3, and a fitting part 41 fitted into a mortise 6 provided in the sill member 2. The fitting part 41 of the column base fitting 4 is inserted in the mortise 6 of the sill member 2, and the lower end of the column member 3 after cut off is inserted in the fitting part 42 of the column base fitting 4 to join the column member 3 to the sill member 2. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

この発明は、木造建造物の柱脚金具及びそれを用いた木造建造物の補強方法に関するものである。   The present invention relates to a column base bracket for a wooden structure and a method for reinforcing a wooden structure using the same.

一般に、木造住宅などの建造物の構造は、鉄筋入りコンクリートの基礎を築き、この基礎に沿って載置された土台材と、該土台材の上に立設された柱材とからなっている。   In general, the structure of a building such as a wooden house is composed of a base material that is laid along the foundation and a pillar material that is erected on the base material. .

また、近年では、このような木造住宅については、耐震性の向上や老朽化の対策が要求されている。特に、住宅の重量を支えるために重要な土台材と柱材との接合部の補強が重要視されている。   In recent years, such wooden houses have been required to have improved earthquake resistance and countermeasures for aging. In particular, the reinforcement of the joint between the base material and the pillar material, which is important for supporting the weight of the house, is regarded as important.

従来、木造建造物の補強金具及び補強方法として、L字型の金具と該L字型金具に対して筋交い状に配される補強部材とをビスによって固定するものが知られている(例えば、特許文献1参照)。
特開2003−293463号公報(特許請求の範囲、図1〜図4)
Conventionally, as a reinforcing member and a reinforcing method of a wooden structure, an L-shaped bracket and a reinforcing member arranged in a bracing manner with respect to the L-shaped bracket are fixed with screws (for example, Patent Document 1).
JP 2003-293463 A (Claims, FIGS. 1 to 4)

しかしながら、特許文献1に記載の技術は、補強金具を直接土台材及び柱材にビス等で固定するものである。このため、白蟻による食害や腐食により補強の対象となる接合部の木材が劣化している場合には適用できない懸念がある。   However, the technique described in Patent Document 1 is to fix the reinforcing metal fitting directly to the base material and the column material with screws or the like. For this reason, there is a concern that it cannot be applied when the wood of the joint part to be reinforced is deteriorated due to the damage or corrosion caused by white ants.

この発明は、上記事情に鑑みてなされたもので、接合部の木材が劣化している場合においても接合部の補強を容易に行うことが可能な柱脚金具及びそれを用いた木造建造物の補強方法を提供することを課題とする。   The present invention has been made in view of the above circumstances, and a column base metal fitting that can easily reinforce a joint portion even when the wood of the joint portion is deteriorated and a wooden structure using the same. It is an object to provide a reinforcing method.

上記課題を解決するため、請求項1記載の発明は、木製の柱材と土台材との接合部を補強する柱脚金具であって、上記柱材の下端部を被覆する嵌装部と、上記土台材に設けられたほぞ穴に嵌合される嵌合部と、を具備することを特徴とする。   In order to solve the above-mentioned problem, the invention according to claim 1 is a column base metal fitting that reinforces a joint portion between a wooden column material and a base material, and an fitting portion that covers a lower end portion of the column material, And a fitting portion fitted in a mortise provided in the base material.

このように構成することにより、柱材の下端部が劣化しても、当該部分を切除して嵌装部を被覆することで、土台材と柱材とを接合することができる。   By comprising in this way, even if the lower end part of a pillar material deteriorates, a base material and a pillar material can be joined by excising the said part and coat | covering a fitting part.

請求項2記載の発明は、請求項1記載の木造建造物の柱脚金具において、上記嵌装部及び嵌合部は、上記土台材の長手方向に沿う少なくとも1つのリブを有する中空押出形材にて一体に形成され、上記嵌装部は、上記リブ及びリブに対して平行な側片が切除された残りの断面コ字状部にて形成され、上記嵌合部は、リブと、該リブに対して平行な側片、あるいは互いに平行なリブと、上記リブと直交する側片とからなる中空矩形部にて形成される、ことを特徴とする。   According to a second aspect of the present invention, in the column base metal fitting of the wooden structure according to the first aspect, the fitting portion and the fitting portion have a hollow extruded shape member having at least one rib along the longitudinal direction of the base material. The fitting portion is formed of the rib and the remaining U-shaped section obtained by cutting away the side piece parallel to the rib, and the fitting portion includes the rib and the rib. It is characterized by being formed of a hollow rectangular portion composed of side pieces parallel to the ribs or ribs parallel to each other and side pieces perpendicular to the ribs.

このように構成することにより、柱脚金具を中空押出形材にて一体に形成するので、強度の向上が図れると共に、コストの低廉化が図れる。また、押出形材のリブを利用してほぞを形成することにより、寸法精度の向上を図ることができる。   By comprising in this way, since a column base metal fitting is integrally formed with a hollow extrusion shape material, while improving an intensity | strength, cost reduction can be achieved. Further, the dimensional accuracy can be improved by forming the tenon using the rib of the extruded shape member.

また、請求項3記載の発明は、木製の柱材と土台材との接合部を補強する木造建造物の補強方法であって、上記柱材の下端部を切除し、上記土台材の所定箇所にほぞ穴を設け、請求項1又は2に記載の柱脚金具の嵌合部を上記土台材のほぞ穴に挿入すると共に、切除後の柱材の下端部を上記柱脚金具の嵌装部に挿入する、ことを特徴とする。   The invention according to claim 3 is a method for reinforcing a wooden structure that reinforces a joint between a wooden pillar material and a base material, wherein a lower end portion of the pillar material is cut out, and a predetermined portion of the base material is provided. A mortise is provided in the pier, and the fitting portion of the column base metal fitting according to claim 1 or 2 is inserted into the mortise of the base material, and the lower end portion of the column member after excision is inserted into the fitting portion of the column base fitting. It is inserted in.

このように構成することにより、柱材の下端部が劣化しても、当該部分を切除して嵌装部を被覆することで、土台材と柱材とを容易に接合することができる。   By comprising in this way, even if the lower end part of a pillar material deteriorates, a base material and a pillar material can be easily joined by excising the part concerned and covering a fitting part.

また、請求項4記載の発明は、木製の柱材と土台材との接合部を補強する木造建造物の補強方法であって、上記柱材の下端部を切除し、上記土台材の一部を切除し、該切除部分に土台材の長手方向に沿う少なくとも1つのリブを有すると共に、リブと側片あるいはリブ同士からなるほぞ穴を有する中空押出形材からなる新規土台材を配置し、請求項1又は2に記載の柱脚金具の嵌合部を上記新規土台材のほぞ穴に挿入すると共に、切除後の柱材の下端部を上記柱脚金具の嵌装部に挿入する、ことを特徴とする。   The invention according to claim 4 is a method for reinforcing a wooden structure that reinforces a joint between a wooden pillar and a base material, and a lower end portion of the pillar material is cut out, and a part of the base material is obtained. A new base material made of a hollow extruded shape having at least one rib along the longitudinal direction of the base material and having a mortise made of ribs and side pieces or ribs, Inserting the fitting portion of the column base fitting according to Item 1 or 2 into the mortise of the new base material, and inserting the lower end portion of the post-cut column material into the fitting portion of the column base fitting. Features.

このように構成することにより、柱材だけでなく、土台材も劣化した状態においても、土台材の劣化した部分を切除して、中空押出形材からなる新規土台材を配置すると共に、新規土台材のほぞ穴に柱脚金具の嵌合部を挿入し嵌合することで、土台材と柱材とを容易に接合することができる。また、押出形材のリブを利用してほぞを形成することにより、寸法精度の向上を図ることができる。   By configuring in this way, not only the pillar material but also the base material is deteriorated, the deteriorated portion of the base material is cut out, and a new base material made of a hollow extruded shape is arranged, and a new base is also provided. The base material and the column material can be easily joined by inserting and fitting the fitting portion of the column base metal fitting into the mortise of the material. Further, the dimensional accuracy can be improved by forming the tenon using the rib of the extruded shape member.

また、請求項5記載の発明は、請求項3又は4に記載の木造建造物の補強方法において、上記切除後の柱材の下端部と柱脚金具の嵌装部の下端部との間にスペーサを介挿する、ことを特徴とする。この場合、上記切除後の柱材の下端部にほぞ穴を設けると共に、上記スペーサの上面にほぞを設け、上記ほぞ穴にほぞを嵌合する方が好ましい(請求項6)。また、上記スペーサが、切除された柱材の下端部に介挿される上部スペーサ半体と、該上部スペーサ半体と上記柱脚金具の嵌装部の下端部との間に介挿される下部スペーサ半体とからなり、上記スペーサ半体の下端部と下部スペーサ半体の上端部の対向する面のいずれか一方にほぞを設け、他方の面にほぞと嵌合可能なほぞ穴を設けてもよい(請求項7)。   Further, the invention according to claim 5 is the method for reinforcing a wooden structure according to claim 3 or 4, wherein between the lower end portion of the post-cut column material and the lower end portion of the fitting portion of the column base metal fitting. A spacer is inserted. In this case, it is preferable to provide a mortise at the lower end of the post-cut column material, provide a mortise on the upper surface of the spacer, and fit the mortise into the mortise. Further, the spacer is inserted into an upper spacer half that is inserted into the lower end portion of the cut column material, and a lower spacer is inserted between the upper spacer half body and the lower end portion of the fitting portion of the column base metal fitting. A tenon is provided on one of the opposing surfaces of the lower end of the spacer half and the upper end of the lower spacer half, and a tenon hole that can be fitted with the tenon is provided on the other side. Good (Claim 7).

このように構成することにより、切除後の柱材の下端部と柱脚金具の嵌装部の下端部との間にスペーサを介挿して、柱材と柱脚金具とを一体化することができる。この場合、切除後の柱材の下端部に設けたほぞ穴に、スペーサの上面に設けたほぞを嵌合することにより、柱材とスペーサとが強固に接合される(請求項6)。また、スペーサを、嵌合可能な上部スペーサ半体と下部スペーサ半体とで構成することで、切除後の柱材の下端部と柱脚金具の嵌装部の下端部との間の隙間の寸法に合わせてスペーサを介挿することができる。   By constructing in this way, it is possible to integrate the column member and the column base bracket by inserting a spacer between the lower end portion of the column member after cutting and the lower end portion of the fitting portion of the column base bracket. it can. In this case, the column material and the spacer are firmly joined by fitting the tenon provided on the upper surface of the spacer into the mortise provided in the lower end portion of the post-cut column material. In addition, by configuring the spacer with the upper spacer half and the lower spacer half that can be fitted, the gap between the lower end of the column material after cutting and the lower end of the fitting portion of the column base metal fitting is reduced. Spacers can be inserted according to the dimensions.

この発明によれば、上記のように構成されているので、以下のような優れた効果が得られる。   According to this invention, since it is configured as described above, the following excellent effects can be obtained.

(1)請求項1記載の発明によれば、柱材の下端部が劣化しても、当該部分を切除して嵌装部を被覆することで、土台材と柱材とを接合することができるので、土台材と柱材との接合を容易にすることができる。   (1) According to invention of Claim 1, even if the lower end part of a pillar material deteriorates, a base material and a pillar material can be joined by excising the part and covering a fitting part. Since it can do, joining of a base material and a pillar material can be made easy.

(2)請求項2に記載の発明によれば、柱脚金具を中空押出形材にて一体に形成するので、上記(1)に加えて、更に強度の向上が図れると共に、コストの低廉化が図れる。また、押出形材のリブを利用してほぞを形成することにより、寸法精度の向上を図ることができるので、上記(1)に加えて、更に土台材と柱材との接合を容易かつ確実にすることができる。   (2) According to the invention described in claim 2, since the column base metal is integrally formed with the hollow extruded shape, in addition to the above (1), the strength can be further improved and the cost can be reduced. Can be planned. In addition to the above (1), since the tenon is formed by using the ribs of the extruded profile, the dimensional accuracy can be improved. In addition to the above (1), the base material and the column material can be joined easily and reliably. Can be.

(3)請求項3記載の発明によれば、柱材の下端部が劣化しても、当該部分を切除して嵌装部を被覆することで、土台材と柱材とを接合することができるので、土台材と柱材との接合を容易にすることができる。   (3) According to invention of Claim 3, even if the lower end part of a pillar material deteriorates, a base material and a pillar material can be joined by excising the said part and covering a fitting part. Since it can do, joining of a base material and a pillar material can be made easy.

(4)請求項4記載の発明によれば、上記(3)に加えて、更に土台材も劣化した状態においても、土台材の劣化した部分を切除して、中空押出形材からなる新規土台材を配置すると共に、新規土台材のほぞ穴に柱脚金具の嵌合部を挿入し嵌合することで、土台材と柱材とを容易に接合することができる。また、押出形材のリブを利用してほぞを形成することにより、寸法精度の向上を図ることができる。   (4) According to the invention described in claim 4, in addition to the above (3), even in a state where the base material is further deteriorated, the deteriorated portion of the base material is excised, and a novel base made of a hollow extruded shape member The base material and the column material can be easily joined by arranging the material and inserting and fitting the fitting portion of the column base metal fitting into the mortise of the new base material. Further, the dimensional accuracy can be improved by forming the tenon using the rib of the extruded shape member.

(5)請求項5記載の発明によれば、切除後の柱材の下端部と柱脚金具の嵌装部の下端部との間にスペーサを介挿して、柱材と柱脚金具とを一体化することができるので、上記(4)に加えて、更に接合部を強固にすることができる。この場合、切除後の柱材の下端部に設けたほぞ穴に、スペーサの上面に設けたほぞを嵌合することにより、柱材とスペーサとを更に強固に接合することができる(請求項6)。また、スペーサを、嵌合可能な上部スペーサ半体と下部スペーサ半体とで構成することで、切除後の柱材の下端部と柱脚金具の嵌装部の下端部との間の隙間の寸法に合わせてスペーサを介挿することができる(請求項7)。   (5) According to the invention described in claim 5, the column member and the column base metal fitting are inserted between the lower end portion of the post-cut column member and the lower end portion of the fitting portion of the column base metal fitting, Since it can integrate, in addition to said (4), a junction part can be strengthened further. In this case, the column material and the spacer can be more firmly joined by fitting the tenon provided on the upper surface of the spacer into the mortise provided in the lower end portion of the post-cut column material. ). In addition, by configuring the spacer with the upper spacer half and the lower spacer half that can be fitted, the gap between the lower end of the column material after cutting and the lower end of the fitting portion of the column base metal fitting is reduced. Spacers can be inserted in accordance with the dimensions (claim 7).

以下に、この発明の最良の実施形態について、添付図面に基づいて詳細に説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the best embodiment of the present invention will be described in detail with reference to the accompanying drawings.

<第1実施形態>
図1は、この発明の第1実施形態に係る木造建造物の立柱構造を示す概略斜視図、図2は、図1の要部を示す斜視図、図3は、図2の分解斜視図である。
<First Embodiment>
1 is a schematic perspective view showing a standing pillar structure of a wooden building according to a first embodiment of the present invention, FIG. 2 is a perspective view showing a main part of FIG. 1, and FIG. 3 is an exploded perspective view of FIG. is there.

この木造建造物の立柱構造は、木造建造物の基礎1上に設置される土台材2と、土台材2上に立設される柱材3とを、図4に示すこの発明に係る柱脚金具4を用いて、土台材2と柱材3とを連結する構造である。   This vertical structure of a wooden building is made up of a base material 2 installed on a foundation 1 of a wooden structure and a column material 3 installed on the base material 2 as shown in FIG. This is a structure in which the base material 2 and the column material 3 are connected using the metal fitting 4.

基礎1は、鉄筋入りコンクリート製である。基礎1には柱材3の立設位置を外して土台材2を固定するためのアンカーボルト5が立設されている。   The foundation 1 is made of concrete with reinforcing bars. An anchor bolt 5 is erected on the foundation 1 for removing the standing position of the pillar material 3 and fixing the base material 2.

土台材2は、木造建造物の外壁側の側面における柱材3の接合箇所に上端及び外方に向かって開口するほぞ穴6が設けられている(図3参照)。このほぞ穴6に後述する柱脚金具4の嵌合部41が嵌合される。   The base material 2 is provided with a mortise 6 that opens toward the upper end and outwards at the joint portion of the pillar material 3 on the side surface on the outer wall side of the wooden building (see FIG. 3). A fitting portion 41 of a column base metal fitting 4 to be described later is fitted into the mortise 6.

柱材3は、木材にて形成されており、その下端部の劣化部が切除されて、切除された後の柱材3の下端部の3辺に後述する柱脚金具4の嵌装部42が被覆されている。なお、柱材3を土台材2に接合する際には、柱材3の下端部の対向する2辺には互いに平行な2個の固定用の貫通孔31が穿設される。   The column member 3 is made of wood, and the deteriorated portion at the lower end thereof is cut out, and the fitting portion 42 of the column base metal fitting 4 described later is formed on three sides of the lower end portion of the column member 3 after being cut out. Is covered. When the column member 3 is joined to the base member 2, two fixing through-holes 31 that are parallel to each other are formed in two opposite sides of the lower end portion of the column member 3.

柱脚金具4は、図5に示すように、4つの側片40a〜40dからなる中空部4aに少なくとも1つ(図5においては1つの場合を示す)のリブ43を有する、アルミニウム合金製の略矩形状の中空押出形材40からなる。この場合、中空押出形材40における上端側の例えば略2/3の部分のリブ43及びリブ43に対して平行な側片40aを、図5における切削線7aに沿って切除された残りの断面コ字状部にて嵌装部42が形成される。また、中空押出形材40における下端側の例えば略1/3の部分を、図5における切削線7bに沿って切除することにより、リブ43と、このリブ43に対して直交する一対の側片40b,40cとからなる中空矩形状の嵌合部41が形成されている。   As shown in FIG. 5, the column base 4 is made of an aluminum alloy having at least one rib 43 (showing one case in FIG. 5) in the hollow portion 4 a composed of four side pieces 40 a to 40 d. It consists of a substantially rectangular hollow extruded shape 40. In this case, the remaining cross section obtained by cutting the rib 43 on the upper end side of the hollow extruded shape member 40, for example, a side piece 40a parallel to the rib 43, along the cutting line 7a in FIG. The fitting part 42 is formed by the U-shaped part. Further, for example, approximately 1/3 of the lower end side of the hollow extruded shape member 40 is cut along the cutting line 7 b in FIG. 5, so that a rib 43 and a pair of side pieces orthogonal to the rib 43 are obtained. A hollow rectangular fitting portion 41 composed of 40b and 40c is formed.

したがって、柱脚金具4は、図4に示すように、上端側の略2/3の部分のリブ43及びリブ43に対して平行な側片40aが切除された残りの断面コ字状部にて形成される嵌装部42と、この嵌装部42の切除された側片40aの下端部に延在する側片40aと、側片40aと対向するリブ43と、側片40a及びリブ43と直交する一対の側片40b,40cとからなる中空矩形部にて形成される嵌合部41とからなる。このように形成される柱脚金具4の嵌合部41によっていわゆる片胴付きのほぞが形成される。   Therefore, as shown in FIG. 4, the column base metal fitting 4 has a rib 43 in the approximately 2/3 portion on the upper end side and the remaining U-shaped section in which the side piece 40a parallel to the rib 43 is cut off. Fitting part 42 formed in this way, side piece 40a extending to the lower end of side piece 40a cut off from fitting part 42, rib 43 facing side piece 40a, side piece 40a and rib 43 And a fitting portion 41 formed of a hollow rectangular portion made of a pair of side pieces 40b, 40c orthogonal to each other. A so-called tenoned tenon is formed by the fitting part 41 of the column base 4 formed in this way.

このように、柱脚金具4を、アルミニウム製の中空押出形材にて一体に形成することにより、強度の向上が図れると共に、コストの低廉化が図れる。また、押出形材のリブ43を利用してほぞを構成する嵌合部41を形成することにより、寸法精度の向上が図れ、土台材2と柱材3の接合を容易かつ確実にすることができる。   Thus, by integrally forming the column base metal fitting 4 with the hollow extruded shape member made of aluminum, the strength can be improved and the cost can be reduced. Further, by forming the fitting portion 41 constituting the tenon using the rib 43 of the extruded shape member, the dimensional accuracy can be improved, and the base material 2 and the column material 3 can be easily and reliably joined. it can.

なお、柱脚金具4の嵌装部42における対向する側片40b,40cの対向する4箇所には第1の貫通孔44aが穿設されている。また、嵌合部41におけるリブ43と側片40aの対向する4箇所には第2の貫通孔44bが穿設されている。   In addition, the 1st through-hole 44a is drilled in four places which the side pieces 40b and 40c which oppose in the fitting part 42 of the column base metal part 4 oppose. In addition, second through holes 44b are formed at four locations where the rib 43 and the side piece 40a face each other in the fitting portion 41.

上記のように形成される柱脚金具4を用いて、土台材2と柱材3とを接合するには、まず、下端部が切除された柱材3の下端部の対向する2辺に、互いに平行な2個の固定用の貫通孔31を穿設する。また、土台材2における柱材3の接合部にほぞ穴6を設けると共に、土台材2の長手方向に沿うほぞ穴6の側面の2箇所に互いに平行な固定用の貫通孔61を穿設する。   In order to join the base material 2 and the column material 3 using the column base metal fitting 4 formed as described above, first, on the two opposite sides of the lower end portion of the column material 3 with the lower end portion removed, Two fixing through holes 31 parallel to each other are formed. In addition, a mortise 6 is provided in the joint portion of the pillar material 3 in the base material 2, and fixing through-holes 61 parallel to each other are formed in two places on the side surface of the mortise 6 along the longitudinal direction of the base material 2. .

次に、柱脚金具4の嵌装部42を斜めにした状態で柱材3の下端部から挿入しながら回動して嵌合部41を土台材2のほぞ穴6に挿入すると共に、柱材3の下端部を嵌装部42に挿入して、嵌合部41をほぞ穴6に嵌合し、柱材3の下端部に嵌装部42を被覆する。   Next, the fitting part 41 is inserted into the mortise 6 of the base material 2 by rotating while being inserted from the lower end part of the column member 3 with the fitting part 42 of the column base metal 4 being inclined, and the column The lower end portion of the material 3 is inserted into the fitting portion 42, the fitting portion 41 is fitted into the mortise 6, and the lower end portion of the column member 3 is covered with the fitting portion 42.

次に、嵌装部42に設けられた第1の貫通孔44aと柱材3に設けられた固定用の貫通孔31に第1の固定部材である2本の固定ピン8aを貫通して、嵌装部42と柱材3を固定する。また、嵌合部41に設けられた第2の貫通孔44bと土台材2のほぞ穴6に設けられた固定用の貫通孔61に第2の固定部材である2本の固定ピン8bを貫通して、嵌合部41と土台材2を固定する。   Next, the two fixing pins 8a that are the first fixing members are passed through the first through holes 44a provided in the fitting portion 42 and the fixing through holes 31 provided in the column member 3, The fitting part 42 and the pillar material 3 are fixed. Further, the two fixing pins 8b, which are the second fixing members, pass through the second through holes 44b provided in the fitting portion 41 and the fixing through holes 61 provided in the mortise 6 of the base material 2. And the fitting part 41 and the base material 2 are fixed.

上記のようにして、この発明に係る柱脚金具4を用いて、劣化した柱材3と土台材2を接合することができる。   As described above, it is possible to join the deteriorated column material 3 and the base material 2 using the column base metal fitting 4 according to the present invention.

なお、第1実施形態では、柱材3の下端部を切除した分だけ隙間が生じるが、隙間に対応した厚さのスペーサ(図示せず)を柱材3の下端部と嵌装部42の下端部との間に介挿する必要がある。また、この発明に係る柱脚金具4は新築の木造建造物にも適用でき、この場合はスペーサを用いずに柱材3と土台材2を強固に接合することができる。   In the first embodiment, a gap is generated as much as the lower end portion of the pillar member 3 is cut out. However, a spacer (not shown) having a thickness corresponding to the gap is provided between the lower end portion of the pillar member 3 and the fitting portion 42. It is necessary to interpose between the lower end part. The column base 4 according to the present invention can also be applied to a newly built wooden structure. In this case, the column 3 and the base 2 can be firmly joined without using a spacer.

<第2実施形態>
図6は、この発明に係る木造建造物の立柱構造を示す要部斜視図、図7は、図6の分解斜視図、図8は、図6のIII−IIIに線に沿う断面図である。
Second Embodiment
FIG. 6 is a perspective view of a main part showing a standing pillar structure of a wooden structure according to the present invention, FIG. 7 is an exploded perspective view of FIG. 6, and FIG. 8 is a sectional view taken along line III-III of FIG. .

第2実施形態は、切除された柱材と土台材との間の隙間をスペーサによって充填して、柱材3と土台材2との接合を強固にした場合である。   The second embodiment is a case where the gap between the cut pillar material and the base material is filled with a spacer to strengthen the joining between the pillar material 3 and the base material 2.

すなわち、第2実施形態に係る木造建造物の立柱構造は、切除後の柱材3の下端部と柱脚金具4の嵌装部42の下端部との間にスペーサ10を介挿して、柱材3と土台材2との接合を強固にした場合である。この場合、切除後の柱材3の下端部には、ほぞ穴32が設けられており、このほぞ穴32に、スペーサ10の上面に設けられたほぞ11を嵌合して柱材3とスペーサ10とが一体化される。   That is, the standing column structure of the wooden structure according to the second embodiment is configured such that the spacer 10 is interposed between the lower end portion of the post-cut column material 3 and the lower end portion of the fitting portion 42 of the column base metal 4, This is a case where the bonding between the material 3 and the base material 2 is strengthened. In this case, a mortise 32 is provided at the lower end portion of the post-cut column material 3, and the mortise 11 provided on the upper surface of the spacer 10 is fitted into the mortise 32 to fit the column material 3 and the spacer. 10 are integrated.

上記スペーサ10は、例えばアルミダイキャストや鋳鉄製又は木製部材にて形成されており、柱脚金具4の嵌装部42の下端部に挿入される矩形ブロック状の基部12の上面の中央部に、両胴付きのほぞ11を突設してなる。また、スペーサ10の基部12とほぞ11には、それぞれスペーサ10の長手方向に貫通する互いに平行な2個の貫通孔13a,13bが穿設されている。なお、スペーサ10の基部12の高さは、柱材3の切除される寸法に合わせて設定される。   The spacer 10 is formed of, for example, aluminum die-casting, cast iron, or a wooden member, and is formed at the center of the upper surface of the rectangular block-shaped base 12 inserted into the lower end of the fitting portion 42 of the column base 4. The tenon 11 with both the trunks is projected. Further, two parallel through-holes 13 a and 13 b that penetrate in the longitudinal direction of the spacer 10 are formed in the base 12 and the tenon 11 of the spacer 10. Note that the height of the base 12 of the spacer 10 is set in accordance with the size of the pillar 3 to be cut.

なお、第2実施形態において、上記柱脚金具4の嵌装部42の対向する側片40b,40cの対向する8箇所には第1の貫通孔44aが穿設されている。   In the second embodiment, first through holes 44a are formed at eight opposing positions of the opposing side pieces 40b, 40c of the fitting portion 42 of the column base metal 4.

なお、第2実施形態において、その他の部分は第1実施形態と同じであるので、同一部分には同一符号を付して説明は省略する。   In the second embodiment, the other parts are the same as those in the first embodiment, so the same parts are denoted by the same reference numerals and description thereof is omitted.

上記のように構成される第2実施形態に係る木造構造物の立脚構造を組み立てるには、まず、下端部が切除された柱材3の下端部にほぞ穴32を設けると共に、下端部の対向する2辺に、互いに平行な2個の固定用の貫通孔31を穿設する。また、土台材2における柱材3の接合部にほぞ穴6を設けると共に、土台材2の長手方向に沿うほぞ穴6の側面の2箇所に互いに平行な固定用の貫通孔61を穿設する。   In order to assemble the standing structure of the wooden structure according to the second embodiment configured as described above, first, a mortise 32 is provided in the lower end portion of the column member 3 with the lower end portion cut away, and the opposite end of the lower end portion is provided. Two fixing through holes 31 that are parallel to each other are formed on two sides. In addition, a mortise 6 is provided in the joint portion of the pillar material 3 in the base material 2, and fixing through-holes 61 parallel to each other are formed in two places on the side surface of the mortise 6 along the longitudinal direction of the base material 2. .

次に、柱脚金具4の嵌装部42を斜めにした状態で柱材3の下端部から挿入しながら回動(起立)して嵌合部41を土台材2のほぞ穴6に挿入すると共に、柱材3の下端部を嵌装部42に挿入して、嵌合部41をほぞ穴6に嵌合し、柱材3の下端部に嵌装部42を被覆する。   Next, the fitting portion 41 is inserted into the mortise 6 of the base material 2 by turning (standing) while inserting from the lower end portion of the column material 3 with the fitting portion 42 of the column base metal 4 being inclined. At the same time, the lower end portion of the column member 3 is inserted into the fitting portion 42, the fitting portion 41 is fitted into the mortise 6, and the fitting portion 42 is covered on the lower end portion of the column member 3.

次に、柱材3の切除量に対応した寸法に予め設定されたスペーサ10を用意し、このスペーサ10のほぞ11を柱材3に設けられたほぞ穴32に嵌合して柱材3とスペーサ10とを一体化し、柱材3の下端部及びスペーサ10に嵌装部42を被覆する。   Next, a spacer 10 set in advance to a size corresponding to the amount of excision of the pillar material 3 is prepared, and the tenon 11 of the spacer 10 is fitted into the mortise 32 provided in the pillar material 3 to form the pillar material 3 and The spacer 10 is integrated, and the lower end portion of the column member 3 and the spacer 10 are covered with the fitting portion 42.

なお、スペーサ10のほぞ11を柱材3に設けられたほぞ穴32に嵌合して柱材3とスペーサ10とを一体化した後に、柱脚金具4の嵌装部42を斜めにした状態で柱材3の下端部から挿入しながら回動(起立)して嵌合部41を土台材2のほぞ穴6に挿入すると共に、柱材3の下端部を嵌装部42に挿入して、嵌合部41をほぞ穴6に嵌合し、柱材3の下端部に嵌装部42を被覆するようにしてもよい。   In addition, after fitting the tenon 11 of the spacer 10 into the mortise 32 provided in the column member 3 and integrating the column member 3 and the spacer 10, the fitting portion 42 of the column base 4 is inclined. While being inserted from the lower end portion of the pillar material 3, the fitting portion 41 is inserted into the mortise 6 of the base material 2 while being inserted (inserted), and the lower end portion of the pillar material 3 is inserted into the fitting portion 42. The fitting portion 41 may be fitted into the mortise 6 and the fitting portion 42 may be covered on the lower end portion of the column member 3.

また、ジャッキ等を用いて一時的に柱材3を上方に持ち上げることができる場合は、柱脚金具4を起立させた状態で水平に移動して嵌合部41をほぞ穴6に嵌合した後、ジャッキ等による持ち上げを解除し柱材3を下方に戻して、柱材3の下端部に嵌装部42を被覆するようにしてもよい。   Further, when the column member 3 can be temporarily lifted upward using a jack or the like, the column base bracket 4 is moved upright in a state where the column base bracket 4 is raised, and the fitting portion 41 is fitted into the mortise 6. Thereafter, lifting by a jack or the like may be canceled and the column member 3 may be returned downward, so that the lower end portion of the column member 3 is covered with the fitting portion 42.

次に、嵌装部42に設けられた第1の貫通孔44aと柱材3に設けられた固定用の貫通孔31とスペーサ10に設けられた貫通孔13a,13bに第1の固定部材である4本の固定ピン8aを貫通して、嵌装部42と柱材3及びスペーサ10を固定する。また、嵌合部41に設けられた第2の貫通孔44bと土台材2のほぞ穴6に設けられた固定用の貫通孔61に第2の固定部材である2本の固定ピン8bを貫通して、嵌合部41と土台材2を固定する。   Next, the first through hole 44 a provided in the fitting portion 42, the fixing through hole 31 provided in the column member 3, and the through holes 13 a and 13 b provided in the spacer 10 with the first fixing member The fitting portion 42, the pillar material 3 and the spacer 10 are fixed through the four fixing pins 8a. Further, the two fixing pins 8b, which are the second fixing members, pass through the second through holes 44b provided in the fitting portion 41 and the fixing through holes 61 provided in the mortise 6 of the base material 2. And the fitting part 41 and the base material 2 are fixed.

上記のように構成される第2実施形態によれば、切除後の柱材3の下端部と柱脚金具4の嵌装部42の下端部との間にスペーサ10を介挿して、柱材3と柱脚金具4とを一体化することができ、柱材3と土台材2との接合部を強固にすることができる。   According to 2nd Embodiment comprised as mentioned above, the spacer 10 is inserted between the lower end part of the pillar material 3 after excision, and the lower end part of the fitting part 42 of the column base metal fitting 4, and it is a column material. 3 and the column base metal 4 can be integrated, and the joint portion between the column material 3 and the base material 2 can be strengthened.

なお、上記説明では、スペーサ10が1つの部材にて形成される場合について説明したが、スペーサ10を2部材にて形成してもよい。例えば、図9に示すように、スペーサ10Aを、切除された柱材3の下端部に介挿される上部スペーサ半体14と、上部スペーサ半体14と柱脚金具4の嵌装部42の下端部との間に介挿される下部スペーサ半体15とで構成してもよい。この場合、上部スペーサ半体14の下端部と下部スペーサ半体15の上端部の対向する面のいずれか一方(図9では、上部スペーサ半体14を示す)にほぞ16が設けられ、他方(図9では下部スペーサ半体15を示す)の面にほぞ16と嵌合可能なほぞ穴17が設けられている。なお、ほぞ16を下部スペーサ半体15の上面に設け、ほぞ穴17を上部スペーサ半体14の下面に設けてもよい。また、上部スペーサ半体14の上面には、柱材3の下端面に設けられたほぞ穴32に嵌合可能なほぞ11が設けられている。なお、この場合、上部スペーサ半体14は、基部12の上下部にほぞ11,16を設けた略十字状に形成され、ほぞ11,16には、それぞれ貫通孔13bが穿設されている。また、下部スペーサ半体15には、柱脚金具4の嵌装部42に設けられた第1の貫通孔44a及び上記貫通孔13bに連通する貫通孔13cが穿設されている。   In the above description, the case where the spacer 10 is formed by one member has been described. However, the spacer 10 may be formed by two members. For example, as shown in FIG. 9, the spacer 10 </ b> A is inserted into the lower end portion of the pillar material 3 that has been cut off, and the lower end of the fitting portion 42 of the upper spacer half body 14 and the column base 4. You may comprise with the lower spacer half body 15 inserted between the parts. In this case, the tenon 16 is provided on one of the opposing surfaces of the lower end of the upper spacer half 14 and the upper end of the lower spacer half 15 (in FIG. 9, the upper spacer half 14 is shown), and the other ( In FIG. 9, a mortise 17 that can be fitted with the mortise 16 is provided on the surface of the lower spacer half 15. The mortise 16 may be provided on the upper surface of the lower spacer half 15 and the mortise 17 may be provided on the lower surface of the upper spacer half 14. Further, on the upper surface of the upper spacer half 14, a tenon 11 that can be fitted into a mortise 32 provided in the lower end surface of the column member 3 is provided. In this case, the upper spacer half 14 is formed in a substantially cross shape in which tenons 11 and 16 are provided on the upper and lower portions of the base 12, and the tenons 11 and 16 are respectively provided with through holes 13b. The lower spacer half 15 is provided with a first through hole 44a provided in the fitting part 42 of the column base metal 4 and a through hole 13c communicating with the through hole 13b.

なお、この場合、上部スペーサ半体14は、例えばアルミダイキャストや鋳鉄製又は木製部材にて形成されている。また、下部スペーサ半体15は、柱材3と同様に木製部材にて形成され、柱材3の追加材としての役割を有する。   In this case, the upper spacer half 14 is made of, for example, aluminum die cast, cast iron, or a wooden member. Further, the lower spacer half 15 is formed of a wooden member in the same manner as the column member 3 and has a role as an additional member of the column member 3.

上記のように、スペーサ10Aを、嵌合可能な上部スペーサ半体14と下部スペーサ半体15とで構成することにより、1個の場合に比べてスペーサ10Aの高さを高くすることができるので、柱材3の劣化状態が下端部の広い範囲に及んでいる場合において、柱材3の切除量を多くした場合に好適である。   As described above, by configuring the spacer 10A with the upper spacer half 14 and the lower spacer half 15 that can be fitted, the height of the spacer 10A can be increased as compared with the case of one. It is suitable when the amount of excision of the pillar material 3 is increased in the case where the deterioration state of the pillar material 3 extends over a wide range at the lower end.

<第3実施形態>
図10は、この発明に係る木造建造物の立柱構造を示す要部斜視図、図11は、図10の分解斜視図である。
<Third Embodiment>
FIG. 10 is a perspective view showing a main part of a vertical structure of a wooden structure according to the present invention, and FIG. 11 is an exploded perspective view of FIG.

第3実施形態は、柱材の劣化に加えて土台材も劣化した場合の柱材と土台材の両方を補強できるようにした場合である。すなわち、第3実施形態に係る木造建造物の立柱構造は、柱材3の下端部を切除すると共に、柱材3と接合する土台材2の劣化部を切除し、切除された柱材3の下端部を柱脚金具4の嵌装部42によって被覆し、また、土台材2の切除部に新規土台材20を配置し、新規土台材20に設けられたほぞ穴6Aに柱脚金具4の嵌合部41を嵌合した場合である。   The third embodiment is a case where both the column material and the base material can be reinforced when the base material is deteriorated in addition to the deterioration of the column material. That is, in the standing pillar structure of the wooden structure according to the third embodiment, the lower end portion of the pillar material 3 is cut off, and the deteriorated portion of the base material 2 joined to the pillar material 3 is cut away, and the pillar material 3 thus cut off is removed. The lower end portion is covered with the fitting portion 42 of the column base metal 4, the new base material 20 is disposed in the cut portion of the base material 2, and the column base metal 4 is inserted into the mortise 6 </ b> A provided in the new base material 20. This is a case where the fitting portion 41 is fitted.

この場合、新規土台材20は、4つの側片20a〜20dからなる中空部の長手方向に沿う少なくとも1つ(図10,図11では2つを示す)のリブ21a,21bを有する、アルミニウム合金製の断面が略矩形状の中空押出形材にて形成されている。また、新規土台材20の上面には、リブ21aと側片20aとからなるほぞ穴6Aが設けられている。更に、新規土台材20の外側の側片20aにおけるほぞ穴6Aを構成する部分には、互いに平行な2つの貫通孔61Aが穿設されている。   In this case, the new base material 20 is an aluminum alloy having at least one rib 21a, 21b (two are shown in FIGS. 10 and 11) along the longitudinal direction of the hollow portion composed of the four side pieces 20a to 20d. The manufactured cross section is formed of a hollow extruded shape having a substantially rectangular shape. Further, a mortise 6A made up of a rib 21a and a side piece 20a is provided on the upper surface of the new base material 20. Furthermore, two parallel through holes 61 </ b> A are formed in a portion constituting the mortise 6 </ b> A in the outer side piece 20 a of the new base material 20.

なお、第3実施形態において、柱材3の下端部と柱脚金具4の下端部との間には、第2実施形態と同様にスペーサ10が介挿されている。柱材3とスペーサ10の構造は第2実施形態と同じであるので、同一部分には同一符号を付して説明は省略する。   In the third embodiment, a spacer 10 is interposed between the lower end portion of the column member 3 and the lower end portion of the column base 4 as in the second embodiment. Since the structures of the pillar 3 and the spacer 10 are the same as those of the second embodiment, the same portions are denoted by the same reference numerals and description thereof is omitted.

次に、第3実施形態に係る木造構造物の立脚構造の組立手順について説明する。まず、柱材3の劣化した下端部を切除し、下端部が切除された柱材3の下端部にほぞ穴32を設けると共に、下端部の対向する2辺に、互いに平行な2個の固定用の貫通孔31を穿設する。また、土台材2の劣化した部分を切除し、予め土台材2の切除した箇所の寸法に設定された新規土台材20を切除部分に配置する。この新規土台材20における柱材3の接合部に、ほぞ穴6Aを設けると共に、新規土台材20の外側の側片20aにおけるほぞ穴6Aを構成する部分に、互いに平行な2つの貫通孔61Aを穿設する。なお、新規土台材20は、例えば長手方向の2箇所をアンカーボルト(図示せず)によって基礎1上に固定される。   Next, an assembling procedure of the standing structure of the wooden structure according to the third embodiment will be described. First, the deteriorated lower end portion of the column member 3 is cut out, a mortise 32 is provided in the lower end portion of the column member 3 with the lower end portion cut off, and two fixings parallel to each other on two opposite sides of the lower end portion are provided. A through-hole 31 is formed. Further, the deteriorated portion of the base material 2 is excised, and a new base material 20 set in advance to the size of the location where the base material 2 is excised is placed in the excised portion. The mortise 6A is provided in the joint portion of the pillar material 3 in the new base material 20, and two through holes 61A that are parallel to each other are formed in the portion constituting the mortise 6A in the outer side piece 20a of the new base material 20. Drill. In addition, the new base material 20 is fixed on the foundation 1 by anchor bolts (not shown), for example, at two places in the longitudinal direction.

次に、柱脚金具4の嵌装部42を斜めにした状態で、水平に移動して柱材3の下端部から挿入しながら回動(起立)して柱材3の下端部を嵌装部42に挿入すると共に、嵌合部41を新規土台材20のほぞ穴6Aに落とし込むようにして嵌合し、柱材3の下端部に嵌装部42を被覆する。なお、予め柱脚金具4の嵌合部41を新規土台材20のほぞ穴6Aに挿入して、新規土台材20に柱脚金具4を装着した状態で、新規土台材20を切除部分に配置してもよい。   Next, in a state where the fitting part 42 of the column base 4 is inclined, it moves horizontally and is inserted (inserted) from the lower end part of the column member 3 so that the lower end part of the column member 3 is fitted. In addition to being inserted into the portion 42, the fitting portion 41 is fitted so as to drop into the mortise 6 </ b> A of the new base material 20, and the fitting portion 42 is covered on the lower end portion of the column member 3. In addition, the fitting part 41 of the column base metal 4 is inserted into the mortise 6A of the new base material 20 in advance, and the new base material 20 is disposed in the cut portion with the column base metal 4 being attached to the new base material 20. May be.

次に、柱材3の切除量に対応した寸法に予め設定されたスペーサ10を用意し、このスペーサ10のほぞ11を柱材3に設けられたほぞ穴32に嵌合して柱材3とスペーサ10とを一体化し、柱材3の下端部及びスペーサ10に嵌装部42を被覆する。   Next, a spacer 10 set in advance to a size corresponding to the amount of excision of the pillar material 3 is prepared, and the tenon 11 of the spacer 10 is fitted into the mortise 32 provided in the pillar material 3 to form the pillar material 3 and The spacer 10 is integrated, and the lower end portion of the column member 3 and the spacer 10 are covered with the fitting portion 42.

また、ジャッキ等を用いて一時的に柱材3を上方に持ち上げることができる場合は、柱脚金具4を起立させた状態で水平に移動し、嵌合部41を新規土台材20のほぞ穴6Aに落とし込むようにして嵌合した後、ジャッキ等による持ち上げを解除し柱材3を下方に戻して、柱材3の下端部に嵌装部42を被覆するようにしてもよい。   When the column member 3 can be temporarily lifted upward using a jack or the like, the column base bracket 4 is moved upright in a standing state, and the fitting portion 41 is moved into the mortise of the new base member 20. After fitting by dropping into 6A, lifting by the jack or the like may be released, and the column member 3 may be returned downward to cover the fitting portion 42 on the lower end portion of the column member 3.

次に、嵌装部42に設けられた第1の貫通孔44aと柱材3に設けられた固定用の貫通孔31とスペーサ10に設けられた貫通孔13a,13bに第1の固定部材である4本の固定ピン8aを貫通して、嵌装部42と柱材3及びスペーサ10を固定する。また、嵌合部41に設けられた第2の貫通孔44bと新規土台材20に設けられた固定用の貫通孔61Aに第2の固定部材である2本の固定ピン8bを貫通して、嵌合部41と土台材2を固定する。   Next, the first through hole 44 a provided in the fitting portion 42, the fixing through hole 31 provided in the column member 3, and the through holes 13 a and 13 b provided in the spacer 10 with the first fixing member The fitting portion 42, the pillar material 3 and the spacer 10 are fixed through the four fixing pins 8a. Further, the two fixing pins 8b, which are the second fixing members, pass through the second through holes 44b provided in the fitting portion 41 and the fixing through holes 61A provided in the new base material 20, The fitting part 41 and the base material 2 are fixed.

上記のように構成される第3実施形態によれば、柱材3だけでなく、土台材2も劣化した状態においても、土台材2の劣化した部分を切除して、中空押出形材からなる新規土台材20を配置すると共に、新規土台材20のほぞ穴6Aに柱脚金具4の嵌合部41を挿入し嵌合することで、新規土台材20と柱材3とを容易に接合することができる。また、第3実施形態によれば、柱脚金具4は押出形材のリブ43を利用してほぞ(嵌合部41)を形成し、新規土台材20は押出形材のリブ21を利用してほぞ穴6Aを形成するので、寸法精度の向上を図ることができ、柱材3と新規土台材20との接合を強固にすることができる。   According to the third embodiment configured as described above, not only the column material 3 but also the base material 2 is deteriorated, the deteriorated portion of the base material 2 is cut out, and the hollow extruded profile is formed. While arranging the new base material 20 and inserting and fitting the fitting portion 41 of the column base 4 into the mortise 6A of the new base material 20, the new base material 20 and the column material 3 are easily joined. be able to. Further, according to the third embodiment, the column base 4 uses the extruded shape ribs 43 to form tenons (fitting portions 41), and the new base material 20 uses the extruded shape ribs 21. Since the mortise 6A is formed, the dimensional accuracy can be improved, and the joining of the column member 3 and the new base material 20 can be strengthened.

<その他の実施形態>
上記実施形態においては、柱脚金具4の嵌合部41が中空押出形材の側片40aと、側片40aと対向するリブ43と、側片40a及びリブ43と直交する一対の側片40b,40cとからなる中空矩形部にて形成される場合について説明したが、嵌合部41は、必ずしもこのような構造に限定されるものではない。例えば、図12に示すように、柱脚金具4の嵌合部41を構成するリブ43と側片40aの対向する部位にリブ43及び側片40aと直交する1又は複数(図12では2個を示す)の補強リブ45を設けるようにしてもよい。
<Other embodiments>
In the said embodiment, the fitting part 41 of the column base metal fitting 4 is a side piece 40a of a hollow extrusion shape member, the rib 43 facing the side piece 40a, and a pair of side pieces 40b orthogonal to the side piece 40a and the rib 43. However, the fitting portion 41 is not necessarily limited to such a structure. For example, as shown in FIG. 12, one or a plurality (two in FIG. 12) perpendicular to the ribs 43 and the side pieces 40a are disposed at the opposing portions of the ribs 43 and the side pieces 40a constituting the fitting portion 41 of the column base metal fitting 4. May be provided.

このように嵌合部41を構成する中空矩形部内に補強リブ45を設けることにより、柱脚金具4の嵌合部41の強度を更に高めることができると共に、柱材3と土台材2との接合部の強度を向上させることができる。   Thus, by providing the reinforcement rib 45 in the hollow rectangular part which comprises the fitting part 41, while being able to raise the intensity | strength of the fitting part 41 of the column base metal fitting 4 further, the column material 3 and the base material 2 are provided. The strength of the joint can be improved.

なお、図12において、その他の部分は第1実施形態と同じであるので、同一部分には同一符号を付して説明は省略する。   In FIG. 12, the other parts are the same as those in the first embodiment, so the same parts are denoted by the same reference numerals and the description thereof is omitted.

また、上記第3実施形態では、柱脚金具4の嵌合部41が片胴付きのほぞを形成し、新規土台材20に設けられるほぞ穴6Aが新規土台材20の側片20aとリブ21によって形成される場合について説明したが、別の形態にしてもよい。例えば、図13に示すように、柱脚金具4Aを、互いに平行な2つのリブ43,43aを有する中空押出形材にて形成すると共に、嵌合部41Aを、2つのリブ43,43aと、これら43,43aと直交する側片20b,20cとからなる両胴付きのほぞとしてもよい。また、柱脚金具4Aの嵌合部41Aに合わせて、新規土台材20Aのほぞ穴6Bを、新規土台材20Aの2つのリブ21a,21b間に形成してもよい。   Moreover, in the said 3rd Embodiment, the fitting part 41 of the column base metal fitting 4 forms the tenon with a single body, and the mortise 6A provided in the new base material 20 is the side piece 20a and the rib 21 of the new base material 20. However, another form may be used. For example, as shown in FIG. 13, the column base 4A is formed of a hollow extruded shape having two ribs 43 and 43a parallel to each other, and the fitting portion 41A is formed of two ribs 43 and 43a. It is good also as a tenon with the both cylinders which consist of these side pieces 20b and 20c orthogonal to these 43 and 43a. Further, the mortise 6B of the new base material 20A may be formed between the two ribs 21a and 21b of the new base material 20A in accordance with the fitting portion 41A of the column base metal 4A.

このように、柱脚金具4Aの嵌合部41Aを両胴付きのほぞとし、新規土台材20Aのほぞ穴6Bを、新規土台材20Aの2つのリブ21a,21b間に形成することにより、柱脚金具4と新規土台材20Aとを、ずれのない状態で位置決めして嵌合し接合することができる。   In this way, the fitting portion 41A of the column base metal 4A is used as a tenon with both barrels, and the mortise 6B of the new base material 20A is formed between the two ribs 21a and 21b of the new base material 20A, thereby The leg bracket 4 and the new base material 20 </ b> A can be positioned, fitted, and joined without any deviation.

なお、図13において、その他の部分は第3実施形態と同じであるので、同一部分には同一符号を付して説明は省略する。   In FIG. 13, the other parts are the same as those in the third embodiment, so the same parts are denoted by the same reference numerals and description thereof is omitted.

この発明の第1実施形態に係る木造建造物の立柱構造を示す斜視図である。It is a perspective view which shows the standing pillar structure of the wooden building concerning 1st Embodiment of this invention. 図1の木造建造物の立柱構造の要部を示す斜視図である。It is a perspective view which shows the principal part of the standing pillar structure of the wooden building of FIG. 図1の木造建造物の立柱構造の分解斜視図である。It is a disassembled perspective view of the vertical pillar structure of the wooden building of FIG. この発明における柱脚金具を示す斜視図(a)、(a)の平面図(b)、(a)のI−I線に沿う断面図(c)及び(a)のII−II線に沿う断面図(d)である。The perspective view (a) which shows the column base metal fittings in this invention, The top view (b) of (a), Sectional drawing (c) which follows the II line of (a), and along the II-II line of (a) It is sectional drawing (d). 上記柱脚金具を形成する前の中空押出形材を示す斜視図である。It is a perspective view which shows the hollow extrusion shape material before forming the said column base metal fitting. この発明の第2実施形態に係る木造建造物の立柱構造の要部を示す斜視図である。It is a perspective view which shows the principal part of the standing pillar structure of the wooden building concerning 2nd Embodiment of this invention. 図6の分解斜視図である。FIG. 7 is an exploded perspective view of FIG. 6. 図6のIII−III線に沿う断面図である。It is sectional drawing which follows the III-III line of FIG. この発明におけるスペーサの別の形態を示す断面図である。It is sectional drawing which shows another form of the spacer in this invention. この発明の第3実施形態に係る木造建造物の立柱構造の要部を示す斜視図である。It is a perspective view which shows the principal part of the standing pillar structure of the wooden building concerning 3rd Embodiment of this invention. 図10の分解斜視図である。It is a disassembled perspective view of FIG. この発明における柱脚金具の別の形態を示す斜視図である。It is a perspective view which shows another form of the column base metal fittings in this invention. この発明における柱脚金具と新規土台材の別の形態を示す分解斜視図である。It is a disassembled perspective view which shows another form of the column base metal fitting and novel base material in this invention.

符号の説明Explanation of symbols

2 土台材
3 柱材
4 柱脚金具
6,6A,6B ほぞ穴
8a,8b 固定ピン(固定部材)
10,10A スペーサ
11 ほぞ
13a,13b,13c 貫通孔
14 上部スペーサ半体
15 下部スペーサ半体
16 ほぞ
17 ほぞ穴
20 新規土台材
21,21a,21b リブ
31 貫通孔
32 ほぞ穴
40 中空押出形材
40a〜40d 側片
41 嵌合部
42 嵌装部
43,43a リブ
44a 第1の貫通孔
44b 第2の貫通孔
61,61A 貫通孔
2 Base material 3 Column material 4 Column base bracket 6, 6A, 6B Mortise 8a, 8b Fixing pin (fixing member)
10, 10A Spacer 11 Mortise 13a, 13b, 13c Through hole 14 Upper spacer half 15 Lower spacer half 16 Mort 17 Mortise 20 New base material 21, 21a, 21b Rib 31 Through hole 32 Mortise 40 Hollow extruded profile 40a -40d Side piece 41 Fitting part 42 Fitting part 43, 43a Rib 44a First through hole 44b Second through hole 61, 61A Through hole

Claims (7)

木製の柱材と土台材との接合部を補強する柱脚金具であって、
上記柱材の下端部を被覆する嵌装部と、上記土台材に設けられたほぞ穴に嵌合される嵌合部と、を具備することを特徴とする木造建造物の柱脚金具。
A column base bracket that reinforces a joint between a wooden column and a base material,
A column base bracket for a wooden structure, comprising: a fitting portion that covers a lower end portion of the pillar material; and a fitting portion that is fitted into a mortise provided in the base material.
請求項1記載の木造建造物の柱脚金具において、
上記嵌装部及び嵌合部は、上記土台材の長手方向に沿う少なくとも1つのリブを有する中空押出形材にて一体に形成され、上記嵌装部は、上記リブ及びリブに対して平行な側片が切除された残りの断面コ字状部にて形成され、上記嵌合部は、リブと、該リブに対して平行な側片、あるいは互いに平行なリブと、上記リブと直交する側片とからなる中空矩形部にて形成される、ことを特徴とする木造建造物の柱脚金具。
In the column base metal fittings of the wooden structure according to claim 1,
The fitting portion and the fitting portion are integrally formed of a hollow extruded shape member having at least one rib along the longitudinal direction of the base material, and the fitting portion is parallel to the rib and the rib. It is formed by the remaining U-shaped cross-section with the side pieces cut off, and the fitting portion includes a rib, a side piece parallel to the rib, or a rib parallel to each other, and a side orthogonal to the rib. A column base bracket of a wooden structure, characterized in that it is formed of a hollow rectangular portion composed of a piece.
木製の柱材と土台材との接合部を補強する木造建造物の補強方法であって、
上記柱材の下端部を切除し、
上記土台材の所定箇所にほぞ穴を設け、
請求項1又は2に記載の柱脚金具の嵌合部を上記土台材のほぞ穴に挿入すると共に、切除後の柱材の下端部を上記柱脚金具の嵌装部に挿入する、
ことを特徴とする木造建造物の補強方法。
A method of reinforcing a wooden structure that reinforces the joint between a wooden pillar and a base material,
Cut off the lower end of the column,
A mortise is provided at a predetermined location of the base material,
Inserting the fitting part of the column base metal fitting according to claim 1 or 2 into the mortise of the base material, and inserting the lower end part of the post-cut column material into the fitting part of the column base metal part,
A method of reinforcing a wooden structure characterized by the above.
木製の柱材と土台材との接合部を補強する木造建造物の補強方法であって、
上記柱材の下端部を切除し、
上記土台材の一部を切除し、該切除部分に土台材の長手方向に沿う少なくとも1つのリブを有すると共に、リブと側片あるいはリブ同士からなるほぞ穴を有する中空押出形材からなる新規土台材を配置し、
請求項1又は2に記載の柱脚金具の嵌合部を上記新規土台材のほぞ穴に挿入すると共に、切除後の柱材の下端部を上記柱脚金具の嵌装部に挿入する、
ことを特徴とする木造建造物の補強方法。
A method of reinforcing a wooden structure that reinforces the joint between a wooden pillar and a base material,
Cut off the lower end of the column,
A new base made of a hollow extruded shape member having a part of the base material cut out and having at least one rib along the longitudinal direction of the base material in the cut portion and having a mortise made of ribs and side pieces or ribs Place the material,
Inserting the fitting part of the column base metal fitting according to claim 1 or 2 into the mortise of the new base material, and inserting the lower end part of the post-cut column material into the fitting part of the column base metal part,
A method of reinforcing a wooden structure characterized by the above.
請求項3又は4に記載の木造建造物の補強方法において、
上記切除後の柱材の下端部と柱脚金具の嵌装部の下端部との間にスペーサを介挿する、ことを特徴とする木造建造物の補強方法。
In the reinforcement method of the wooden structure of Claim 3 or 4,
A method for reinforcing a wooden structure, characterized in that a spacer is interposed between the lower end of the post-cut column material and the lower end of the fitting portion of the column base metal fitting.
請求項5記載の木造建造物の補強方法において、
上記切除後の柱材の下端部にほぞ穴を設けると共に、上記スペーサの上面にほぞを設け、上記ほぞ穴にほぞを嵌合する、ことを特徴とする木造建造物の補強方法。
In the reinforcement method of the wooden structure of Claim 5,
A method for reinforcing a wooden structure, comprising providing a mortise at the lower end of the post-cut post material, providing a mortise on the upper surface of the spacer, and fitting the mortise into the mortise.
請求項5又は6に記載の木造建造物の補強方法において、
上記スペーサが、切除された柱材の下端部に介挿される上部スペーサ半体と、該上部スペーサ半体と上記柱脚金具の嵌装部の下端部との間に介挿される下部スペーサ半体とからなり、上記スペーサ半体の下端部と下部スペーサ半体の上端部の対向する面のいずれか一方にほぞを設け、他方の面にほぞと嵌合可能なほぞ穴を設けてなる、ことを特徴とする木造建造物の補強方法。
In the reinforcement method of the wooden structure of Claim 5 or 6,
An upper spacer half in which the spacer is inserted into the lower end of the cut column material, and a lower spacer half in which the spacer is inserted between the upper spacer half and the lower end of the fitting portion of the column base metal fitting A tenon is provided on one of the opposing surfaces of the lower end of the spacer half and the upper end of the lower spacer half, and a mortise that can be fitted with the tenon is provided on the other side. A method of reinforcing a wooden structure characterized by the above.
JP2007324649A 2007-12-17 2007-12-17 Column base fitting for wooden building, and method for reinforcing wooden building using the same Pending JP2009144458A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014001569A (en) * 2012-06-19 2014-01-09 Shinshowa Corp Joint fitting, and building method using the joint fitting
CN110318553A (en) * 2019-07-15 2019-10-11 东北农业大学 A kind of garden architecture timber structure Tenon joint reinforcing device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09287202A (en) * 1996-04-23 1997-11-04 Kaneshin:Kk Joint device for vertical member and horizontal member of wooden house

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09287202A (en) * 1996-04-23 1997-11-04 Kaneshin:Kk Joint device for vertical member and horizontal member of wooden house

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014001569A (en) * 2012-06-19 2014-01-09 Shinshowa Corp Joint fitting, and building method using the joint fitting
CN110318553A (en) * 2019-07-15 2019-10-11 东北农业大学 A kind of garden architecture timber structure Tenon joint reinforcing device
CN110318553B (en) * 2019-07-15 2020-03-20 东北农业大学 Gardens building timber structure tenon fourth of twelve earthly branches node reinforcing apparatus

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