JP4031741B2 - Connection structure of base material and pillar material in wooden structure - Google Patents

Connection structure of base material and pillar material in wooden structure Download PDF

Info

Publication number
JP4031741B2
JP4031741B2 JP2003300805A JP2003300805A JP4031741B2 JP 4031741 B2 JP4031741 B2 JP 4031741B2 JP 2003300805 A JP2003300805 A JP 2003300805A JP 2003300805 A JP2003300805 A JP 2003300805A JP 4031741 B2 JP4031741 B2 JP 4031741B2
Authority
JP
Japan
Prior art keywords
wooden
column
base material
fitting hole
pillar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2003300805A
Other languages
Japanese (ja)
Other versions
JP2005068839A (en
Inventor
元 古田
剛士 古田
Original Assignee
親和木材工業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 親和木材工業株式会社 filed Critical 親和木材工業株式会社
Priority to JP2003300805A priority Critical patent/JP4031741B2/en
Publication of JP2005068839A publication Critical patent/JP2005068839A/en
Application granted granted Critical
Publication of JP4031741B2 publication Critical patent/JP4031741B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、木製構造物の連結構造に関するものであり、詳しくは、土台を形成する木製の土台材と、この土台材に立設された木製の柱材とを有する木製構造物における前記土台材と前記柱材との連結構造に関するものである。   The present invention relates to a connection structure of wooden structures, and more specifically, the base material in a wooden structure having a wooden base material that forms a base and a wooden pillar material erected on the base material. And the column structure.

ログハウスや木造住宅等の木製建築物、カウンターや間仕切り等の木製屋内設備、遊具や柵等の木製屋外設備、或は木製家具等、各種の木製構造物の中には、構成材として、土台を形成する木製の土台材と、この土台材に立設された木製の柱材とを有するものがある。そして、このような木製構造物では、従来、土台材と柱材とを連結するために、例えば図5に示すような連結構造が採用されていた。この連結構造は、具体的に、柱材120の端部に形成されたホゾ121を、土台材110の適宜部位に穿設されたホゾ穴111に挿嵌して、土台材110の上面に柱材120を連結したものである。   Wooden structures such as log houses and wooden houses, wooden indoor equipment such as counters and partitions, wooden outdoor equipment such as playground equipment and fences, or wooden furniture, etc. There are some which have a wooden base material that forms a base material and a wooden pillar material that is erected on the base material. And in such a wooden structure, in order to connect a base material and a pillar material conventionally, the connection structure as shown, for example in FIG. 5 was employ | adopted. Specifically, in this connection structure, a boss 121 formed at an end portion of the pillar material 120 is inserted into a horn hole 111 formed in an appropriate portion of the base material 110, and the pillar is formed on the upper surface of the base material 110. The material 120 is connected.

上記従来技術は、一般的な事項であり、本出願人は、本願出願時において、この従来技術を特定する文献を特に知見していない。   The above prior art is a general matter, and the present applicant has no particular knowledge of the literature specifying the prior art at the time of filing the present application.

上述した従来の連結構造では、柱材の材料として、実際の柱の寸法となる柱長よりもホゾの分だけ長い木材を必要とするため、木材の無用な消費を余儀なくされていた。また、製材された木材から所望の長さの材料を切り出す、所謂「材料取り」に際しては、切り出す材料の長さとして、ホゾを見込んだ長さを計算しなければならない。このため、人為的な計算ミスによって、所望の柱長が得られない材料取りを行ってしまい、この材料を使用できずに破棄することで、木材を無用に消費することがあった。さらに、柱材のホゾや土台材のホゾ穴の加工ミスによって、柱材や土台材が使用できなくなり、この柱材や土台材を破棄することで、木材を無用に消費することもあった。このように、従来の連結構造は、木材資源を無用に消費するものであった。   In the above-described conventional connecting structure, wood is required to be longer than the pillar length, which is the actual dimension of the pillar, as the material of the pillar material, so that unnecessary consumption of the wood has been forced. In addition, when so-called “material removal” in which a material having a desired length is cut out from the lumbered lumber, a length that allows for a tense must be calculated as the length of the material to be cut out. For this reason, the material which cannot obtain desired column length was taken by the artificial calculation mistake, and when this material was not used and was discarded, wood was sometimes consumed unnecessarily. Furthermore, due to a mistake in machining the column material and the base material, the column material and the base material can no longer be used. By discarding the column material and the base material, the wood may be consumed unnecessarily. Thus, the conventional connection structure consumes wood resources unnecessarily.

ところで、柱材のホゾや土台材のホゾ穴に加工ミスが生じた場合、柱材や土台材を破棄するまでもなく、ホゾやホゾ穴を修正すれば加工ミスに対応できる場合がある。しかしながら、ホゾやホゾ穴を修正しようとすると、柱材自体や土台材自体に修正加工を施さなければならず、この修正加工は煩雑となる。特に、柱材や土台材が大きく重いものである場合には、柱材や土台材の取り扱いが容易ではないため、上述した修正加工はより煩雑となる。また、一度で修正が完了しない場合には、柱材と土台材との取り付け及び取り外しを繰り返さなければならず、修正加工は、より一層、煩雑となる。よって、従来の連結構造は、土台材と柱材との連結部分に加工ミスが生じた場合に、この加工ミスに容易に対処できないものであった。   By the way, when a processing error occurs in the column material and the base material hole, there is a case where the column material and the base material do not need to be discarded, and the processing error can be dealt with by correcting the column and the base material. However, in order to correct the tenon or the tenon hole, the column material itself or the base material itself must be corrected, and this correction processing becomes complicated. In particular, when the pillar material or the base material is large and heavy, handling of the pillar material or the base material is not easy, and thus the above-described correction processing becomes more complicated. Moreover, when correction is not completed at once, the attachment and detachment of the pillar material and the base material must be repeated, and the correction processing becomes even more complicated. Therefore, the conventional connection structure cannot easily cope with the processing error when a processing error occurs in the connection portion between the base material and the column material.

本発明は、上記実状を鑑みてなされたものであり、木材資源が無用に消費されることを抑制でき、しかも、土台材と柱材との連結部分に加工ミスが生じたとしても、この加工ミスに容易に対処することができる木製構造物における土台材と柱材との連結構造の提供を課題とする。   The present invention has been made in view of the above-described actual situation, and can suppress unnecessary consumption of wood resources, and even if a processing error occurs in the connection portion between the base material and the pillar material, this processing is performed. An object is to provide a connection structure between a base material and a pillar material in a wooden structure that can easily cope with mistakes.

上記課題を解決するための主要な手段は、
「嵌合穴を有し、木製構造物の土台を形成する木製の土台材と、
嵌合穴を有し、前記土台材に立設された木製の柱材と、
一端側に、前記土台材の嵌合穴に挿嵌された土台側挿嵌部を有し、他端側に、前記柱材の嵌合穴に挿嵌された柱側挿嵌部を有し、土台材と柱材とを連結する連結部材と
を備えることを特徴とする木製構造物における土台材と柱材との連結構造」
である。
The main means for solving the above problems are:
"A wooden base material that has mating holes and forms the base of a wooden structure;
A wooden pillar material that has a fitting hole and is erected on the base material;
On one end side, it has a base side insertion part inserted into the fitting hole of the base material, and on the other end side, it has a column side insertion part inserted in the fitting hole of the pillar material. The connecting structure of the base material and the pillar material in the wooden structure characterized by including a connecting member for connecting the base material and the pillar material "
It is.

このように構成された連結構造では、柱材にホゾを設ける必要がないため、柱材の材料を、従来の連結構造よりもホゾの分だけ短くすることができる。よって、木材資源の無用な消費を抑制することができる。   In the connection structure configured as described above, since it is not necessary to provide a tenon on the pillar material, the material of the pillar material can be made shorter than the conventional connection structure by the amount of the tenon. Therefore, useless consumption of wood resources can be suppressed.

また、柱材にホゾを必要としないので、柱材の材料取りに際しては、材料の長さを、実際の柱の寸法となる柱長から単純に算出することができ、人為的な計算ミスを生じ難くすることができる。よって、計算ミスにより材料取りを間違えることで木材が破棄される可能性を低くすることができ、この点からも、木材資源の無用な消費を抑制することができる。   In addition, since there is no need for the column material, the length of the material can be simply calculated from the column length, which is the actual column size, when taking the material of the column material, and human calculation errors can be avoided. It can be made difficult to occur. Therefore, it is possible to reduce the possibility that the wood is discarded due to a mistake in taking the material due to a calculation error. From this point as well, unnecessary consumption of the wood resources can be suppressed.

ところで、従来の連結構造では、ホゾやホゾ穴に、それ自体の修正では対処できない程の重大な加工ミスが生じていた場合、柱材や土台材の破棄を余儀なくされる。これに対して、上述した構成の連結構造では、土台材の嵌合穴や柱材の嵌合穴に、この嵌合穴自体の修正では対処できない加工ミスが生じていたとしても、土台材と柱材との間に連結部材が介在されることになるので、この連結部材を修正したり、連結部材の形態を変更することで、加工ミスに対処できることがある。例えば、土台材の嵌合穴や柱材の嵌合穴が小さ過ぎる加工ミスが生じた場合には、この小さな嵌合穴にも良好に嵌合させることができるように、土台側挿嵌部や柱側挿嵌部を小さく修正することにより、上記加工ミスに対処できることがある。逆に、土台材の嵌合穴や柱材の嵌合穴が大き過ぎる加工ミスが生じた場合には、この大きな嵌合穴にも良好に嵌合させることができるように、土台側挿嵌部や柱側挿嵌部の大きい連結部材を特別に用いることで、上記加工ミスに対処できることがある。また、土台材の嵌合穴や柱材の嵌合穴に位置ズレのある加工ミスが生じた場合には、この位置ズレを吸収させることができるように、土台側挿嵌部や柱側挿嵌部の各軸芯が、位置ズレの分だけ相互に偏心した連結部材を特別に用いることで、上記加工ミスに対処できることがある。このように、この連結構造では、対処可能な加工ミスの許容範囲が広がり、加工ミスに柔軟に対応することができる。よって、加工ミスによって破棄される土台材や柱材を少なくすることができ、この点からも、木材資源の無用な消費を抑制することができる。   By the way, in the conventional connection structure, when a serious processing error that cannot be dealt with by correcting itself is generated in the tenon and the tenon hole, the column material and the base material are forced to be discarded. On the other hand, in the connection structure having the above-described configuration, even if a processing error that cannot be dealt with by correction of the fitting hole itself occurs in the fitting hole of the base material and the fitting hole of the column material, Since the connecting member is interposed between the column members, it may be possible to cope with a processing error by correcting the connecting member or changing the form of the connecting member. For example, if a processing error occurs when the fitting hole of the base material or the fitting hole of the column material is too small, the base-side insertion part can be fitted well into this small fitting hole. In some cases, the processing errors can be dealt with by making the column side insertion portion small. On the other hand, if the mounting hole for the base material or the fitting hole for the column material is too large, the base side insertion is performed so that the large fitting hole can be fitted well. The processing error may be dealt with by specially using a connecting member having a large part or a column-side insertion part. Also, if a misalignment occurs in the fitting hole of the base material or the fitting hole of the column material, the base side insertion part or the column side insertion part can be absorbed so that this positional deviation can be absorbed. In some cases, the above-described processing errors can be dealt with by specially using connecting members in which the shaft cores of the fitting portions are eccentric from each other by the amount of positional deviation. Thus, with this connection structure, the allowable range of processing errors that can be dealt with is widened, and it is possible to flexibly cope with processing errors. Therefore, it is possible to reduce the number of base materials and column materials discarded due to processing errors, and also from this point, unnecessary consumption of wood resources can be suppressed.

しかも、土台材の嵌合穴や柱材の嵌合穴に加工ミスが生じていても、連結部材によってこの加工ミスに対応することができることから、柱材自体や土台材自体に直接手を加えて修正をする必要がない。よって、加工ミスに容易に対処できる。また、連結部材は、柱材や土台材の嵌合穴に挿嵌されるものであることから、当然、柱材や土台材よりも小さく、扱い易い大きさである。よって、特に、連結部材に修正加工を施すことで加工ミスに対処する場合には、柱材自体や土台材自体の修正加工を施すことに比べて、修正加工を容易に施すことができる。   In addition, even if there is a processing error in the mating hole of the base material or the mating hole of the column material, this processing error can be dealt with by the connecting member, so the column material itself or the base material itself is directly modified. There is no need to make corrections. Therefore, it is possible to easily cope with processing errors. Further, since the connecting member is inserted into the fitting hole of the column material or the base material, it is naturally smaller than the column material or the base material and has a size that is easy to handle. Therefore, in particular, in the case of dealing with a processing error by performing a correction process on the connecting member, the correction process can be performed more easily than when the column material itself or the base material itself is corrected.

なお、本発明に係る連結構造は、連結部材による連結手法以外の他の連結手法の併用を排除するものではなく、例えば、土台材と柱材との連結部分において互いの接合面を接着剤によって接着する手法を併用したり、土台材と柱材との連結部分を互いに凹凸嵌合させて連結する手法を併用したり、或は、土台材の上面や側面と柱材の側面とに渡って取り付けられる略L字状や略T字状の金具等、他の連結部材を併用したりすることも可能である。   In addition, the connection structure according to the present invention does not exclude the combined use of a connection method other than the connection method using a connection member. For example, the joint surfaces of the base material and the column material are bonded to each other with an adhesive. Use a method of bonding together, or use a method of connecting the connecting part of the base material and the pillar material by fitting the concave and convex portions together, or over the top surface and side surface of the base material and the side surface of the pillar material It is also possible to use other connecting members in combination, such as a substantially L-shaped or a substantially T-shaped fitting to be attached.

上述した手段において、
「前記柱材は、端部に前記嵌合穴が形成されるように、複数の木製部材を一体化して構成されていることを特徴とする木製構造物における土台材と柱材との連結構造」
としてもよい。
In the means described above,
“The pillar material is formed by integrating a plurality of wooden members so that the fitting hole is formed at the end portion, and the connecting structure of the base material and the pillar material in the wooden structure,” "
It is good.

柱材の端面は小口面であり、このような小口面に嵌合穴を形成しようとすると、煩雑な加工作業を必要とし、しかも、加工ミスが生じ易い。これに対して、上記構成では、複数の木製部材を一体化することで、端部に嵌合穴が形成された柱材が構成されるため、嵌合穴を別途に形成する必要がない。よって、小口面の煩雑な加工作業を省略することができ、また、柱材の嵌合穴を、精度良く設けることもできる。   The end face of the pillar material is a small facet, and if a fitting hole is to be formed in such a small facet, a complicated working work is required, and a processing error is likely to occur. On the other hand, in the said structure, since the pillar material by which the fitting hole was formed in the edge part is comprised by integrating a some wooden member, it is not necessary to form a fitting hole separately. Therefore, it is possible to omit a complicated machining operation on the facet, and it is also possible to provide the fitting holes for the column members with high accuracy.

なお、端部に嵌合穴が形成されるように複数の木製部材を一体化して柱材とする具体的な態様としては、特に限定するものではないが、例えば、複数の木製部材の裏面によって、柱材の全長に渡って貫通する中空部が形成されるように、複数の木製部材を柱材の軸周りに並設して一体化し、上記中空部の端部にて嵌合穴を構成するようしてもよく、凹部が端部に予め形成された複数の木製部材を重ね合わせて一体化し、各凹部の相互によって嵌合穴を構成するようにしてもよく、或は、端部に嵌合穴が予め形成された木製部材と他の木製部材とを、柱材の長さ方向に連設して一体化してもよい。また、複数の木製部材を一体化する手法としては、接着剤による接着、ボルトによる締結、釘止めや木製部材同士の凹凸嵌合等、種々の手法を例示することができる。   In addition, although it does not specifically limit as a concrete aspect which integrates a some wooden member so that a fitting hole may be formed in an edge part, and makes it a pillar material, For example, by the back surface of a some wooden member A plurality of wooden members are arranged side by side around the axis of the column material so that a hollow portion that penetrates the entire length of the column material is formed, and a fitting hole is formed at the end of the hollow portion. A plurality of wooden members whose recesses are formed in advance at the end may be integrated and integrated, and each recess may form a fitting hole, or at the end A wooden member in which a fitting hole is formed in advance and another wooden member may be provided continuously in the length direction of the column member. Moreover, as a method of integrating a plurality of wooden members, various methods such as adhesion with an adhesive, fastening with bolts, nail fastening, and uneven fitting between wooden members can be exemplified.

ここで、複数の木製部材の裏面によって柱材の全長に渡って貫通する中空部が形成され、この中空部の端部によって嵌合穴が構成されるように、複数の木製部材を一体化して柱材とするのが好適である。このようにすることで、個々の木製部材に対して特別な加工を施さなくても、柱材の端部に嵌合穴を設けることができる。また、中空部を備える柱材では、同寸の中空部を備えない柱材と比べて重量を軽減することができる。しかも、中空部の分だけ、断面の寸法が大きくなることから、小寸の木製部材から、より大寸の柱材を形成することができる。さらに、ログハウスの構成材、木造住宅の軸組み、建築物の内装材等の建材として用いられる柱材であれば、中空部によって、建材として有効な断熱効果、遮音効果を向上させることができる。また、内部の中空部の分だけ、空気に触れる面積が広がることから、建材として有効な吸湿性や加湿性を向上させることができる。しかも、内部の中空部分を、電線や電話線等の配線領域、水道管やガス管等の配管領域として使用することも可能となる。   Here, a plurality of wooden members are integrated so that a hollow portion penetrating the entire length of the pillar material is formed by the back surfaces of the plurality of wooden members, and an end portion of the hollow portion forms a fitting hole. It is preferable to use a pillar material. By doing in this way, even if it does not give a special process with respect to each wooden member, a fitting hole can be provided in the edge part of a pillar material. Moreover, in the pillar material provided with the hollow part, the weight can be reduced as compared with the pillar material not provided with the hollow part of the same size. And since the dimension of a cross section becomes large by the part of a hollow part, a larger-sized column material can be formed from a small-sized wooden member. Furthermore, if it is a pillar material used as a building material such as a log house component, a wooden house frame, or a building interior material, the hollow portion can improve the heat insulation effect and sound insulation effect effective as a building material. . Moreover, since the area which touches air spreads only the part of an internal hollow part, the hygroscopic property and humidification which are effective as a building material can be improved. In addition, the hollow portion inside can be used as a wiring region such as an electric wire or a telephone line, or a piping region such as a water pipe or a gas pipe.

上述した手段において、
「前記連結部材は、前記土台側挿嵌部または前記柱側挿嵌部の少なくとも一方が円柱状に形成されていることを特徴とする木製構造物における土台材と柱材との連結構造」
としてもよい。
In the means described above,
"The connecting member is a connecting structure between a base material and a column material in a wooden structure, wherein at least one of the base side insertion portion or the column side insertion portion is formed in a columnar shape"
It is good.

例えば、連結部材における土台側挿嵌部及び柱側挿嵌部の双方が四角柱状等の角柱状であると、この連結部材を介在して土台材の上面に立設された柱材では、その軸周りの回転について自由度がなくなる。このような態様では、土台材の嵌合穴や柱材の嵌合穴において、柱材の軸周りに対する角度が正確に割り出されていないと、土台材に立設された柱材の向きを正確に合わせることができなくなってしまう。これに対して、上記構成では、連結部材における土台側挿嵌部または柱側挿嵌部の少なくとも一方が円柱状に形成されているため、この連結部材を介在して土台材に立設された柱材は、その軸周りの回転が連結部材によっては拘束されず、向きを自由に変更することができる。よって、土台材の嵌合穴や柱材の嵌合穴において、柱材の軸周りに対する角度が正確に割り出されていなくても、柱材の向きを正確に合わせることができる。また、円柱状に形成された土台側挿嵌部または柱側挿嵌部が嵌合する土台材の嵌合穴または柱材の嵌合穴は、当然、円形状のものとなる。そして、このような円形状の嵌合穴は、ドリル加工等の単純な加工によって穿設することができることから、土台材または柱材に円形状の嵌合穴を、方形状の嵌合穴に比して容易に成形することができる。   For example, if both the base-side insertion part and the column-side insertion part in the connecting member are square columnar shapes such as a quadrangular columnar shape, in the column member erected on the upper surface of the base material with this connecting member interposed, There is no degree of freedom for rotation around the axis. In such an aspect, in the fitting hole of the base material and the fitting hole of the column material, if the angle with respect to the axis of the column material is not accurately determined, the direction of the column material standing on the base material is determined. It will not be possible to accurately match. On the other hand, in the said structure, since at least one of the base side insertion part or the column side insertion part in a connection member is formed in the column shape, it stood on the base material through this connection member The rotation of the column member around its axis is not constrained by the connecting member, and the orientation can be freely changed. Therefore, even if the angle with respect to the axis | shaft of a pillar material is not correctly calculated | required in the fitting hole of a base material, or the fitting hole of a pillar material, direction of a pillar material can be match | combined correctly. In addition, the fitting hole of the base material or the fitting hole of the column material into which the base side insertion portion or the column side insertion portion formed in a columnar shape is naturally formed in a circular shape. And since such a circular fitting hole can be drilled by a simple process such as drilling, the circular fitting hole is replaced with a square fitting hole in the base material or the pillar material. In comparison, it can be easily molded.

上述した手段において、
「前記土台材または前記柱材の一方に設けられた被係止部と、
前記土台材または前記柱材の他方に設けられ、前記被係止部を係止して土台材に対する柱材の軸周りの回転を規制する係止部と
を備えることを特徴とする木製構造物における土台材と柱材との連結構造」
としてもよい。
In the means described above,
“The locked portion provided on one of the base material or the pillar material,
A wooden structure comprising: a locking portion provided on the other of the base material or the pillar material, the locking portion locking the locked portion and restricting rotation of the pillar material around the axis relative to the base material. Connection Structure between Base Material and Column Material "
It is good.

土台材の嵌合穴と連結部材の土台側連結部との挿嵌や、柱材の嵌合穴と連結部材の柱側連結部との挿嵌にガタツキが生じていると、土台材に対して柱材の向きを正確に位置合わせする作業を別途必要とする。特に、連結部材の一端側が円柱状に形成された態様では、柱材が軸周りに自由に回転するため、土台材に対する柱材の向きの位置合わせ作業は必須となる。これに対して、上記構成では、土台材または柱材の一方の被係止部に他方の係止部を係止させることで、柱材の軸周りの回転が規制されるため、土台材に対する柱材の向きの位置合わせ作業が不要となり、土台材に対して柱材を立設する作業を簡略化することができる。   If there is a backlash in the insertion between the fitting hole of the base material and the base-side connecting part of the connecting member, or the fitting hole of the column material and the column-side connecting part of the connecting member, Therefore, it is necessary to separately align the orientation of the column material. In particular, in the aspect in which the one end side of the connecting member is formed in a columnar shape, the column material freely rotates around the axis, and therefore the alignment operation of the column material with respect to the base material is essential. On the other hand, in the above configuration, the rotation around the axis of the column material is restricted by locking the other locking portion to one locked portion of the base material or the column material. The alignment work for the orientation of the pillar material is not required, and the work of standing the pillar material on the base material can be simplified.

なお、係止部と被係止部とが相互に係止し合うものであれば良く、その態様は特に限定するものではないが、例えば、土台材の上面に柱材が嵌合する凹部を設け、この凹部の側壁面に柱材の側面を当接させることにより柱材の軸周りの回転を規制することとしてもよく、或は、柱材の端面に土台材が嵌合する凹部を設け、この凹部の側壁面に土台材の側面を当接させることにより柱材の軸周りの回転を規制することとしてもよい。これらの態様では、上記凹部が係止部となり、上記柱材の両側面や上記土台材の両側面が、係止部に係止される被係止部となる。   In addition, as long as the locking portion and the locked portion are locked with each other, the mode is not particularly limited. For example, a recess in which the pillar material is fitted on the upper surface of the base material is provided. It is also possible to regulate the rotation around the axis of the column material by bringing the side surface of the column material into contact with the side wall surface of the recess, or to provide a recess in which the base material is fitted on the end surface of the column material. The rotation of the column material around the axis may be restricted by bringing the side surface of the base material into contact with the side wall surface of the recess. In these aspects, the concave portion serves as a locking portion, and both side surfaces of the pillar material and both side surfaces of the base material serve as locked portions that are locked to the locking portion.

上述の通り、本発明によれば、木材資源が無用に消費されることを抑制でき、しかも、土台材と柱材との連結部分に加工ミスが生じたとしても、この加工ミスに容易に対処することができる木製構造物における土台材と柱材との連結構造を提供することができる。   As described above, according to the present invention, it is possible to prevent the wood resources from being consumed unnecessarily, and even if a processing error occurs in the connecting portion between the base material and the column material, the processing error can be easily dealt with. It is possible to provide a connection structure between a base material and a pillar material in a wooden structure that can be made.

本発明に係る木製構造物における土台材と柱材との連結構造の実施形態を、以下に、図面に基づいて詳細に説明する。   DESCRIPTION OF EMBODIMENTS Embodiments of a connection structure between a base material and a pillar material in a wooden structure according to the present invention will be described below in detail based on the drawings.

図1に、本発明に係る木製構造物における土台材10と柱材20との連結構造の一例を示す。この連結構造は、各種の木製構造物の土台となる木製の土台材10と、この土台材10に立設された木製の柱材20とを、連結部材60を用いて連結する構造である。   In FIG. 1, an example of the connection structure of the base material 10 and the pillar material 20 in the wooden structure which concerns on this invention is shown. This connection structure is a structure in which a wooden base material 10 serving as a base of various wooden structures and a wooden pillar material 20 erected on the base material 10 are connected using a connection member 60.

土台材10は、原木から製材され、断面が略方形状に形成された無垢の木材から構成されており、この土台材10の適宜の部位には、ドリル加工により上下方向に貫通状に形成された略円形状の嵌合穴11が穿設されている。一方、柱材20は、原木から製材された木材を所望の断面形状に成形加工してなる複数の木製部材を、各木製部材の裏面によって長さ方向に貫通する略正方形状の中空部21が構成されるように、組み付けて一体化されたものであり、この柱材20の下端部には、上記中空部21の一部により構成された略正方形状の嵌合穴22が設けられている。そして、土台材10の嵌合穴11と柱材20の嵌合穴22とには、連結部材60が挿嵌され、この連結部材60によって土台材10と柱材20とが連結されている。   The base material 10 is made of solid wood that is made of raw wood and has a substantially square cross section, and is formed in an appropriate portion of the base material 10 in a vertically penetrating manner by drilling. A substantially circular fitting hole 11 is formed. On the other hand, the column member 20 has a substantially square hollow portion 21 penetrating through a plurality of wooden members formed by processing lumber made from raw wood into a desired cross-sectional shape in the length direction by the back surface of each wooden member. It is assembled and integrated so as to be configured, and a substantially square fitting hole 22 formed by a part of the hollow portion 21 is provided at the lower end portion of the column member 20. . A connecting member 60 is inserted into the fitting hole 11 of the base material 10 and the fitting hole 22 of the pillar material 20, and the base material 10 and the pillar material 20 are connected by the connecting member 60.

連結部材60は、木材から棒状に一体的に形成されたものであり、一端側に、土台材10の嵌合穴11に挿嵌される円柱状の土台側挿嵌部61を備え、他端側に、柱材20の挿嵌穴22に挿嵌される角柱状、より具体的には断面が略正方形の角柱状の柱側挿嵌部62を備えてなる。そして、この連結部材60は、土台側挿嵌部61を土台材10の嵌合穴11に挿嵌し、柱側挿嵌部62を柱材20の嵌合穴22に挿嵌して、土台材10の上面における嵌合穴11が設けられた部位に柱材20が立設されるようにして、土台材10と柱材20とを連結するものであり、この連結部材60では、土台側挿嵌部61と柱側挿嵌部62とが同軸状に形成されている。ここで、本例では、連結部材60の両端部分が、夫々、土台材10及び柱材20に内嵌され、土台材10と柱材20とを連結した状態では、全体が隠蔽されるのであるが、連結部材60の形態はこれに限らず、その中央部分を土台材10及び柱材20のいずれにも内嵌されない大寸のものとし、この大寸部分が露呈する形態のものであってもよい。   The connecting member 60 is integrally formed in a rod shape from wood, and includes a columnar base-side insertion portion 61 that is inserted into the fitting hole 11 of the base material 10 on one end side, and the other end. On the side, a prismatic columnar insertion portion 62 having a prismatic shape inserted into the insertion hole 22 of the columnar material 20, more specifically, a prismatic columnar shape having a substantially square cross section is provided. And this connection member 60 inserts the base side insertion part 61 in the fitting hole 11 of the base material 10, and inserts the column side insertion part 62 in the fitting hole 22 of the column material 20, The base material 10 and the pillar material 20 are connected in such a manner that the pillar material 20 is erected at a portion where the fitting hole 11 is provided on the upper surface of the material 10. The insertion part 61 and the column side insertion part 62 are formed coaxially. Here, in this example, both ends of the connecting member 60 are respectively fitted into the base material 10 and the column material 20, and the whole is concealed when the base material 10 and the column material 20 are connected. However, the form of the connecting member 60 is not limited to this, and the central part thereof is a large one that is not fitted in either the base material 10 or the pillar material 20, and the large part is exposed. Also good.

なお、連結部材60については、金属や樹脂等、木材とは異なる材質により形成されたものであってもよく、また、木材やその他の材質により形成された複数の部材を一体化したものであってもよい。ここで、土台材10の嵌合穴11や柱材20の嵌合穴22について、設計通りの寸法や形状が確保されていないといった不具合が生じた場合には、連結部材60の土台側挿嵌部61や柱側挿嵌部62に適宜の修正加工を施すことで、上記不具合を解消できることから、連結部材60を構成する材質としては、木材や樹脂等、切削や変形等の修正がし易い材質を採用するのが好適である。また、土台材10の嵌合穴11の位置について、柱材20を立設すべき設計上の位置よりもズレが生じている場合には、土台側挿嵌部61と柱側挿嵌部62との相互で軸芯が偏心された連結部材60を用いることで、土台材10の嵌合穴11の位置ズレを吸収させることができ、これにより、土台材10の適切な部位に柱材20を立設することができる。   The connecting member 60 may be formed of a material different from wood, such as metal or resin, or a plurality of members formed of wood or other materials are integrated. May be. Here, when there is a problem that the dimensions and shape as designed are not secured for the fitting hole 11 of the base material 10 and the fitting hole 22 of the column material 20, the base side insertion of the connecting member 60 is performed. Since the above-mentioned problems can be eliminated by applying appropriate correction processing to the portion 61 and the column side insertion portion 62, the material constituting the connecting member 60 can be easily corrected for cutting, deformation, etc., such as wood or resin. It is preferable to use a material. Moreover, when the position of the fitting hole 11 of the base material 10 has shifted | deviated rather than the design position which the column material 20 should stand upright, the base side insertion part 61 and the column side insertion part 62 are shown. By using the connecting member 60 whose axis is eccentric with respect to each other, it is possible to absorb the misalignment of the fitting hole 11 of the base material 10, and thereby, the column material 20 at an appropriate portion of the base material 10. Can be erected.

この連結部材60を用いて土台材10と柱材20とを連結した状態では、連結部材60の柱側挿嵌部62と柱材20の嵌合穴22とが略正方形状の相互の嵌合であることから、柱材20は連結部材60に対して、その軸周りに自由に回転しないのであるが、連結部材60の土台側挿嵌部61と土台材10の嵌合穴11とが略円形状の相互の嵌合であることから、連結部材60は、土台材10に対して、その軸周りに自由に回転する。よって、連結部材60を介して土台材10に連結された柱材20は、その軸周りに自由に回転することになり、土台材10に対する柱材20の向きを正確に調整することができる。ここで、本例では、土台側挿嵌部61を円柱状とし、柱側挿嵌部62を角柱状としたが、柱側挿嵌部62を円柱状とし、土台側挿嵌部61を角柱状としてもよく、或は、土台側挿嵌部61及び柱側挿嵌部62の双方を円柱状としてもよい。   In a state where the base member 10 and the column member 20 are connected using the connecting member 60, the column-side insertion portion 62 of the connecting member 60 and the fitting hole 22 of the column member 20 are fitted in a substantially square shape. Therefore, the column member 20 does not freely rotate around its axis with respect to the connecting member 60, but the base-side insertion portion 61 of the connecting member 60 and the fitting hole 11 of the base member 10 are approximately. Because of the mutual fitting in a circular shape, the connecting member 60 rotates freely around its axis with respect to the base material 10. Therefore, the column material 20 connected to the base material 10 via the connection member 60 is freely rotated around its axis, and the orientation of the column material 20 with respect to the base material 10 can be accurately adjusted. Here, in this example, the base-side insertion portion 61 has a cylindrical shape and the column-side insertion portion 62 has a prismatic shape, but the column-side insertion portion 62 has a cylindrical shape, and the foundation-side insertion portion 61 has a rectangular shape. It may be columnar, or both the base-side insertion part 61 and the column-side insertion part 62 may be columnar.

また、本例の連結部材60では、一端側の円柱状の直径が、他端側の角柱状の対角よりも小さな寸法となっており、より具体的には、略正方形状の1辺の長さと略同一寸法となっており、円柱状から角柱状に変化する接続部分は、テーパ状、より具体的には円弧状に、滑らかに変化している。すなわち、この連結部材60は、幅寸法において、円柱状側が小寸で、角柱状側が大寸であり、両端の形状がテーパ状に接続された棒状のものとなっている。よって、例えば、土台材10に柱材20を立設するに先駆けて、土台材10に連結部材60を装着しておく場合に、土台材10の嵌合穴11に土台側挿嵌部61を適度に圧入しておけば、土台材10の上面に連結部材60を仮設的に位置決め固定しておくことができ、この連結部材60の柱側挿嵌部62に柱材20の嵌合穴22を外嵌させる際の作業を、良好に行うことができる。   Further, in the connecting member 60 of the present example, the diameter of the columnar shape on one end side is smaller than the diagonal of the prismatic shape on the other end side, and more specifically, one side of a substantially square shape. The connecting portion, which has substantially the same dimension as the length and changes from a cylindrical shape to a prismatic shape, smoothly changes to a tapered shape, more specifically, an arc shape. That is, the connecting member 60 has a rod-like shape in which the columnar side is small in size and the prismatic side is large in width, and both ends are connected in a tapered shape. Therefore, for example, when the connecting member 60 is attached to the base material 10 prior to the column material 20 being erected on the base material 10, the base side insertion portion 61 is inserted into the fitting hole 11 of the base material 10. If the press fitting is appropriately performed, the connecting member 60 can be temporarily positioned and fixed on the upper surface of the base material 10, and the fitting hole 22 of the column member 20 is inserted into the column side insertion portion 62 of the connecting member 60. The work at the time of external fitting can be performed satisfactorily.

ところで、土台材10の上面には、嵌合穴11が穿設された部位を底面とした凹部12が形成されており、この凹部12の幅寸法は、柱材20の幅寸法と略同一寸法となっている。よって、土台材10の上面に立設された柱材20は、その下端部分が土台材10の凹部12に嵌合し、凹部12の側壁が柱材20の下端部分の側面に当接して、柱材20を正確な向きに固定する。ここで、土台材10の上記凹部12は、柱材20の両側面を係止して柱材20の軸周りの回転を規制するものであり、本例では、土台材10の上記凹部12が係止部12を構成し、柱材20の下端部分の両側面が、係止部12に係止されて柱材20の軸周りの回転を規制する被係止部23を構成する。   By the way, a concave portion 12 is formed on the top surface of the base material 10 with the portion where the fitting hole 11 is formed as the bottom surface. The width dimension of the concave portion 12 is substantially the same as the width dimension of the column member 20. It has become. Therefore, the column member 20 erected on the upper surface of the base material 10 has its lower end portion fitted into the recess 12 of the base material 10, and the side wall of the recess 12 is in contact with the side surface of the lower end portion of the column member 20, The column member 20 is fixed in the correct orientation. Here, the said recessed part 12 of the base material 10 latches the both sides | surfaces of the pillar material 20, and controls the rotation around the axis | shaft of the pillar material 20, In this example, the said recessed part 12 of the foundation material 10 The locking portion 12 is configured, and both side surfaces of the lower end portion of the column member 20 are locked by the locking portion 12 to form a locked portion 23 that restricts the rotation of the column member 20 around the axis.

なお、係止部及び被係止部の態様については、例えば図2に示すような態様であってもよい。この例では、柱材20の下端面に、土台材10の全幅を嵌合する凹部24が設けられている。よって、この例では、柱材20の凹部24によって係止部24が構成され、土台材10の両側面の上部によって被係止部13が構成され、これらの係止部24及び被係止部13の係止によって、柱材20は、土台材10に対して軸周りの回転が規制される。また、係止部及び被係止部の態様については、上記各例に限らず、互いに係止し合って、土台材10に対して柱材20の軸周りの回転を規制できるものであればよく、土台材10及び柱材20の夫々に、相互に嵌合する凹凸を設けたものや、土台材10または柱材20の一方に、他方に対して係止し合う位置決めプレート等の別途の部材を取り付けたものであってもよい。   In addition, about the aspect of a latching | locking part and a to-be-latched part, a mode as shown, for example in FIG. 2 may be sufficient. In this example, a recess 24 that fits the entire width of the base material 10 is provided on the lower end surface of the column member 20. Therefore, in this example, the locking portion 24 is configured by the concave portion 24 of the column member 20, and the locked portion 13 is configured by the upper portions of both side surfaces of the base material 10, and the locking portion 24 and the locked portion By the locking of 13, the column member 20 is restricted from rotating around the axis with respect to the base material 10. Moreover, about the aspect of a latching | locking part and a to-be-latched part, if it can mutually latch and can control the rotation around the axis | shaft of the pillar material 20 with respect to the base material 10, if it is mutually locked, Well, each of the base material 10 and the column material 20 is provided with unevenness to be fitted to each other, or a separate positioning plate or the like that is locked to one of the base material 10 or the column material 20 with respect to the other. What attached the member may be sufficient.

本例において、柱材20は、複数の木製部材を一体化してなるものであることは上述した通りであり、次に、この柱材20の構成について、図3に基いて詳述する。柱材20は、4つの木製部材、具体的には、一対の第1木材部材30及び一対の第2木製部材40を相互に組み付けて、全体として角柱状に形成されている。   In this example, the column member 20 is formed by integrating a plurality of wooden members as described above. Next, the configuration of the column member 20 will be described in detail with reference to FIG. The column member 20 is formed into a prismatic shape as a whole by assembling four wooden members, specifically, a pair of first wood members 30 and a pair of second wooden members 40 to each other.

一対の第1木製部材30は、夫々、断面形状が略方形状に形成されており、互いに離間して対向配置されている。また、一対の第2木製部材40は、夫々、断面形状が略方形状に形成されており、第1木製部材30の離間方向に交差する方向、具体的には略直交する方向に互いに離間して対向配置されている。これにより、この柱材20では、各第1木製部材30の裏面と各第2木製部材40の裏面とにより、柱材20の全長に渡って貫通する略方形の中空部21が構成される。また、この中空部21は、連結部材60の柱側挿嵌部22と略同一形状の略正方形状となるように構成されており、この中空部21の下端部分により、連結部材60の柱側挿嵌部62を内嵌する嵌合穴22が形成されている。   Each of the pair of first wooden members 30 has a substantially square cross-sectional shape, and is disposed to be opposed to each other. Each of the pair of second wooden members 40 has a substantially square cross-sectional shape, and is separated from each other in a direction intersecting the separating direction of the first wooden member 30, specifically, in a substantially orthogonal direction. Are opposed to each other. Thereby, in this pillar material 20, the substantially square hollow part 21 penetrated over the full length of the pillar material 20 is comprised by the back surface of each 1st wooden member 30, and the back surface of each 2nd wooden member 40. As shown in FIG. The hollow portion 21 is configured to have a substantially square shape that is substantially the same shape as the column-side insertion portion 22 of the connecting member 60, and the lower end portion of the hollow portion 21 causes the column side of the connecting member 60. A fitting hole 22 into which the insertion part 62 is fitted is formed.

なお、第2木製部材40は、第1木製部材30の側端面(図示では、上下の端面)と面一となるように、一対の第1木製部材30の間に埋設状に組み付けられている。よって、第1木製部材30の表面側には、第2木製部材40との接合線が露呈せず、建築物の表側に露呈する面に第1木製部材30が配設されるように使用することで、この柱材20を、建材としての外装材や内装材として好適に用いることができる。   In addition, the 2nd wooden member 40 is assembled | attached between the pair of 1st wooden members 30 so that it might become flush | planar with the side end surface (upper and lower end surfaces in the illustration) of the 1st wooden member 30. . Therefore, the first wooden member 30 is used such that the first wooden member 30 is disposed on the surface exposed to the front side of the building without exposing the joining line with the second wooden member 40 on the surface side of the first wooden member 30. Thus, the pillar material 20 can be suitably used as an exterior material or interior material as a building material.

次に、第1木製部材30と第2木製部材40との相互の組み付けについて説明する。   Next, the mutual assembly | attachment of the 1st wooden member 30 and the 2nd wooden member 40 is demonstrated.

第1木製部材30の裏面の中央部分は略凸状となっており、この略凸状部分の側面には、第1木製部材30の幅方向に凹陥する凹部31b、及び、第1木製部材30の幅方向に突出する凸部31aが、夫々、第1木製部材30の長手方向全長に渡って延設されている。そして、これら凹部31b及び凸部31aにより被係止部31が構成されている。一方、第2木製部材40の裏面の両側部分には、第2木製部材40の厚さ方向に凹陥し、第1木製部材30の凸部31aと嵌合する凹部41b、及び、第2木製部材40の厚さ方向に突出し、第1木製部材30の凹部31bと嵌合する凸部41aが、夫々、第2木製部材40の長手方向全長に渡って延設されている。そして、これら凹部41b及び凸部41aにより、第1木製部材30の被係止部31を係止する係止部41が構成されている。このように、第1木製部材30と第2木製部材40とには、夫々互いに係止し合う被係止部31及び係止部41が設けられており、対向配置された一対の第1木製部材30の夫々は、その被係止部31が、両側から取り付けられた一対の第2木製部材40の係止部41に係止されて、相互の移動が規制され、対向して離間した状態で固定される。   The central portion of the back surface of the first wooden member 30 is substantially convex. On the side surface of the substantially convex portion, a concave portion 31 b that is recessed in the width direction of the first wooden member 30 and the first wooden member 30. Convex portions 31a projecting in the width direction of the first wooden member 30 are extended over the entire length in the longitudinal direction of the first wooden member 30, respectively. And the to-be-latched part 31 is comprised by these recessed parts 31b and the convex parts 31a. On the other hand, on both side portions of the back surface of the second wooden member 40, a concave portion 41b that is recessed in the thickness direction of the second wooden member 40 and fits with the convex portion 31a of the first wooden member 30, and the second wooden member A convex portion 41 a that protrudes in the thickness direction of 40 and engages with the concave portion 31 b of the first wooden member 30 extends over the entire length of the second wooden member 40 in the longitudinal direction. And the latching | locking part 41 which latches the to-be-latched part 31 of the 1st wooden member 30 is comprised by these recessed parts 41b and the convex part 41a. As described above, the first wooden member 30 and the second wooden member 40 are provided with the locked portion 31 and the locking portion 41 that are locked with each other, and a pair of first wooden members arranged to face each other. Each member 30 has its locked portion 31 locked to the locking portions 41 of the pair of second wooden members 40 attached from both sides, and the mutual movement is restricted, and is opposed and separated. It is fixed with.

なお、本例のように、第1木製部材30の被係合部31を、凹部31b及び凸部31aの双方を有するものとして構成し、第2木製部材40の係合部41を、凸部41a及び凹部41bの双方を有するものとして構成するに限らず、被係合部31または係合部41の一方を、凹部31b,41bを少なくとも有するものとして構成し、他方を、この凹部31b,41bに嵌合する凸部41a,31aを少なくとも有するものとして構成してもよく、或は、被係合部31及び係合部41を、凹凸嵌合ではなく、引掛けや挟持等の他の手法により係止を実現できる形態のものとしてもよい。また、係止部41及び被係止部31は、相互に係止し合うものであればよく、第1木製部材30側を係止部、第2木製部材40側を被係止部としてもよい。   Note that, as in this example, the engaged portion 31 of the first wooden member 30 is configured to have both the concave portion 31b and the convex portion 31a, and the engaging portion 41 of the second wooden member 40 is configured as the convex portion. It is not limited to having both of 41a and the recess 41b, but one of the engaged portion 31 or the engaging portion 41 is configured to have at least the recesses 31b and 41b, and the other is set to the recesses 31b and 41b. It may be configured to have at least the convex portions 41a and 31a that are fitted to each other, or the engaged portion 31 and the engaging portion 41 are not engaged with the concave and convex portions, but other methods such as hooking and clamping. It is good also as a thing of the form which can implement | achieve latching by. Moreover, the latching | locking part 41 and the to-be-latched part 31 should just mutually latch, even if the 1st wooden member 30 side is made into a latching | locking part, and the 2nd wooden member 40 side is made into the to-be-latched part. Good.

一対の第1木製部材30間に組み付けられた一対の第2木製部材40は、そのままでは、不用意に外れてしまうため、第1木製部材30及び第2木製部材40の全体で、堅固に一体となった柱材20とはならない。そこで、本例では、第1木製部材30と第2木製部材40との間にクサビ部材51が設けられており、このクサビ部材51により、第1木製部材30からの第2木製部材40の不用意な外れが防止されている。具体的には、以下の通りである。   Since the pair of second wooden members 40 assembled between the pair of first wooden members 30 is inadvertently detached as they are, the first wooden member 30 and the second wooden member 40 are firmly integrated as a whole. It will not become the pillar material 20 which became. Therefore, in this example, a wedge member 51 is provided between the first wooden member 30 and the second wooden member 40, and the wedge member 51 prevents the second wooden member 40 from being removed from the first wooden member 30. Prepared disconnection is prevented. Specifically, it is as follows.

第1木製部材30の裏面の両側部分には、凹部31b及び凸部31aの凹陥及び突出方向とは異なる方向、より具体的には略直交する方向、である第1木製部材30の厚さ方向に凹陥し、長手方向の全長に渡って延設された第1溝部32が凹設されている。一方、第2木製部材40の両側面には、第1木製部材30の第1溝部32と対向するように、凹部41b及び凸部41aの凹陥及び突出方向とは異なる方向、より具体的には略直交する方向、である第2木製部材40の幅方向に凹陥し、長手方向の全長に渡って延設された第2溝部42が凹設されている。そして、上記第1溝部32と上記第2溝部42とで、柱材20の全長に渡って貫通する略方形状の孔部50が構成されている。   The thickness direction of the first wooden member 30 which is a direction different from the concave and protruding directions of the concave portion 31b and the convex portion 31a, more specifically, a direction substantially orthogonal to both side portions of the back surface of the first wooden member 30 A first groove portion 32 that is recessed and extends over the entire length in the longitudinal direction is recessed. On the other hand, on both side surfaces of the second wooden member 40, a direction different from the concave and protruding directions of the concave portion 41 b and the convex portion 41 a so as to face the first groove portion 32 of the first wooden member 30, more specifically, A second groove 42 that is recessed in the width direction of the second wooden member 40, which is a substantially orthogonal direction, is provided so as to extend over the entire length in the longitudinal direction. The first groove portion 32 and the second groove portion 42 constitute a substantially rectangular hole portion 50 that penetrates the entire length of the column member 20.

この孔部50には、孔部50に充填されて硬化した樹脂により形成された部材や、予め孔部50に応じた形状に形成され、柱材20の長手方向から孔部50に挿入された部材等、適宜の部材からなるクサビ部材51が設けられている。そして、このクサビ部材51によって、第1木製部材30からの第2木製部材40の不用意な外れが防止され、第1木製部材30及び第2木製部材40の全体で、堅固に一体化された柱材20が形成されている。   In the hole 50, a member formed of a resin filled in the hole 50 and cured, or formed in a shape corresponding to the hole 50 in advance, and inserted into the hole 50 from the longitudinal direction of the column member 20 A wedge member 51 made of an appropriate member such as a member is provided. The wedge member 51 prevents the second wooden member 40 from being inadvertently detached from the first wooden member 30, and the first wooden member 30 and the second wooden member 40 are firmly integrated as a whole. A pillar material 20 is formed.

ところで、この連結構造では、土台材10に対して柱材20を単独で立設する場合、上述したような連結部材60によってのみでは、柱材20の堅固な立設状態を維持できない場合がある。この場合には、例えばプレート状の連結金具等、別途の連結用の部材を土台材10と柱材20との間に渡って取り付け、このような別途の連結用の部材を併用して、柱材20の堅固な立設状態を確保できるようにしてもよい。   By the way, in this connection structure, when the columnar material 20 is erected independently with respect to the base material 10, there is a case where the solid erected state of the columnar material 20 cannot be maintained only by the connection member 60 as described above. . In this case, for example, a separate connection member such as a plate-shaped connection fitting is attached between the base material 10 and the column member 20, and the separate connection member is used in combination. You may enable it to ensure the firm standing state of the material 20. FIG.

また、例えば図4に示すように、複数の柱材20の間に壁材等の他の構成材70が装着され、各柱材20が、その側面にて他の構成材70により拘束される木製構造物では、土台材10に対する各柱材20の立設状態が堅固になるため、上述のように、別途に連結用の部材を併用することを省略することができる。この図4に示す例では、柱材20の側面に、長さ方向全長に渡ってアリ溝やホゾ穴等の連結部25が設けられている。一方、この柱材20の側面に配置される壁材等の他の構成材70の端部にも、アリ溝やホゾ穴等の連結部71が設けられている。そして、柱材20の連結部25と他の構成材70の連結部71とに、クサビ状の連結部材80が装着されて、柱材20の側面に複数の他の構成材70が積重され、これにより、別途の連結用の部材を併用することなく、各柱材20は、良好な立設状態で維持されている。   For example, as shown in FIG. 4, other constituent members 70 such as wall materials are mounted between the plurality of pillar members 20, and each pillar member 20 is restrained by the other constituent members 70 on the side surfaces. In the wooden structure, since the standing state of each column member 20 with respect to the base material 10 becomes firm, it is possible to omit separately using a connecting member as described above. In the example shown in FIG. 4, a connecting portion 25 such as a dovetail groove or a hollow hole is provided on the side surface of the column member 20 over the entire length in the length direction. On the other hand, a connecting portion 71 such as a dovetail groove or a hollow hole is also provided at an end portion of another constituent member 70 such as a wall member disposed on the side surface of the column member 20. Then, a wedge-shaped connecting member 80 is attached to the connecting portion 25 of the column member 20 and the connecting portion 71 of the other component member 70, and a plurality of other component members 70 are stacked on the side surface of the column member 20. Thus, each column member 20 is maintained in a good standing state without using a separate connecting member.

本発明に係る連結構造の一例を示す斜視図である。It is a perspective view which shows an example of the connection structure which concerns on this invention. 本発明に係る連結構造の別例を示す斜視図である。It is a perspective view which shows another example of the connection structure which concerns on this invention. 柱材の構成を示す断面平面図である。It is a cross-sectional top view which shows the structure of a pillar material. 木製構造物を示す要部斜視図である。It is a principal part perspective view which shows a wooden structure. 従来の連結構造を示す斜視図である。It is a perspective view which shows the conventional connection structure.

符号の説明Explanation of symbols

10 土台材
11 嵌合穴
12 係止部(凹部)
13 被係止部
20 柱材
21 中空部
22 嵌合穴
23 被係止部
24 係止部(凹部)
25 連結部
30 第1木製部材
31 被係止部
31a 凸部
31b 凹部
32 第1溝部
40 第2木製部材
41 係止部
41a 凸部
41b 凹部
42 第2溝部
50 孔部
51 クサビ部材
60 連結部材
61 土台側挿嵌部
62 柱側挿嵌部
70 他の構成材(壁材)
71 連結部
80 連結部材
10 base material 11 fitting hole 12 locking part (concave part)
13 Locked portion 20 Column material 21 Hollow portion 22 Fitting hole 23 Locked portion 24 Locking portion (concave portion)
25 connecting part 30 first wooden member 31 locked part 31a convex part 31b concave part 32 first groove part 40 second wooden member 41 engaging part 41a convex part 41b concave part 42 second groove part 50 hole part 51 wedge member 60 connecting member 61 Base side insertion part 62 Column side insertion part 70 Other components (wall material)
71 connecting part 80 connecting member

Claims (2)

嵌合穴を有し、木製構造物の土台を形成する木製の土台材と、
嵌合穴を有し、前記土台材に立設された木製の柱材と、
一端側に、前記土台材の嵌合穴に挿嵌された土台側挿嵌部を有し、他端側に、前記柱材の嵌合穴に挿嵌された柱側挿嵌部を有し、土台材と柱材とを連結する連結部材と
を備え
前記柱材の嵌合穴は、正方形状に形成されており、
前記土台材の嵌合穴は、円形状に形成されており、
前記連結部材の前記柱側挿嵌部は、正方形の角柱状に形成されており、
前記連結部材の前記土台側挿嵌部は、前記柱側挿嵌部の対角よりも小さな直径寸法の円柱状に形成されており、
前記連結部材の前記柱側挿嵌部と前記土台側挿嵌部との間は、テーパー状に変化する形態に形成されている
ことを特徴とする木製構造物における土台材と柱材との連結構造。
A wooden base material having a fitting hole and forming the base of a wooden structure;
A wooden pillar material that has a fitting hole and is erected on the base material;
On one end side, it has a base side insertion part inserted into the fitting hole of the base material, and on the other end side, it has a column side insertion part inserted in the fitting hole of the pillar material. A connecting member that connects the base material and the pillar material ;
The fitting hole of the pillar material is formed in a square shape,
The mounting hole of the base material is formed in a circular shape,
The column side insertion portion of the connecting member is formed in a square prismatic shape,
The base side insertion portion of the connecting member is formed in a columnar shape having a smaller diameter than the diagonal of the column side insertion portion,
A base material and a column in a wooden structure, wherein the connecting member is formed in a tapered shape between the column side insertion portion and the base side insertion portion. Connection structure with materials.
前記柱材は、第1木製部材と、該第1木製部材に組み付けられた第2木製部材とによって構成されており、  The pillar material is composed of a first wooden member and a second wooden member assembled to the first wooden member,
前記第1木製部材及び前記第2木製部材の夫々の裏面によって、柱材の全長に渡って貫通し、端部が柱材の前記嵌合穴となる中空部が構成されており、  Through the back surfaces of the first wooden member and the second wooden member, a hollow portion is formed that penetrates the entire length of the column member, and the end portion serves as the fitting hole of the column member,
前記第2木製部材は、前記第1木製部材の側端面に面一となるように埋設状に組み付けられており、  The second wooden member is assembled in an embedded shape so as to be flush with a side end surface of the first wooden member,
前記柱材は、前記第2木製部材を側方に向けて前記土台材に立設されている  The column member is erected on the base material with the second wooden member facing sideways.
ことを特徴とする請求項1に記載の木製構造物における土台材と柱材との連結構造。The connection structure of the base material and the pillar material in the wooden structure according to claim 1.
JP2003300805A 2003-08-26 2003-08-26 Connection structure of base material and pillar material in wooden structure Expired - Fee Related JP4031741B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003300805A JP4031741B2 (en) 2003-08-26 2003-08-26 Connection structure of base material and pillar material in wooden structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003300805A JP4031741B2 (en) 2003-08-26 2003-08-26 Connection structure of base material and pillar material in wooden structure

Publications (2)

Publication Number Publication Date
JP2005068839A JP2005068839A (en) 2005-03-17
JP4031741B2 true JP4031741B2 (en) 2008-01-09

Family

ID=34405606

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003300805A Expired - Fee Related JP4031741B2 (en) 2003-08-26 2003-08-26 Connection structure of base material and pillar material in wooden structure

Country Status (1)

Country Link
JP (1) JP4031741B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5032028B2 (en) * 2006-01-16 2012-09-26 株式会社カネシン Column and foundation joining device
JP5013125B2 (en) * 2008-10-15 2012-08-29 三菱自動車工業株式会社 Double-head rocker arm assembly method

Also Published As

Publication number Publication date
JP2005068839A (en) 2005-03-17

Similar Documents

Publication Publication Date Title
US11035114B2 (en) Pillar fixing metal fitting
US20110280649A1 (en) Construction joints and related connectors
US10597870B2 (en) System and method of interlocking wall panels
JP4031741B2 (en) Connection structure of base material and pillar material in wooden structure
JP2007120180A (en) Wooden member connecting guide tool and connecting structure
JP6021831B2 (en) Sasara girder positioning joint structure
JP2006348464A (en) Joint of wood shaft member
JP2007077612A (en) Column base part joint structure of wooden column, and its column base part joint implement
CN210194953U (en) Energy-concerving and environment-protective type assembled wall structure
JPH10231561A (en) Joint structure and joint element for wooden structural material
JP2003239401A (en) Joint device of building component, framework structure of building and framework construction method
JP3989497B2 (en) Joint of wood shaft material and joining method of wood shaft material using the joint
JPH0941484A (en) Joint reinforcing metal fitting in building
JP2004211451A (en) Mechanical coupling method for steel structure beam-column joint portion
RU2753912C1 (en) Method for forming corner of building from wooden blocks
JP7276038B2 (en) Joined structure and construction method for joined structure
JP2005068841A (en) Connecting structure of column material and wall material in wooden structure
JPH10266363A (en) Structure construction method by two-member jointing metal fixture
JP4417743B2 (en) Column and beam frames in wooden buildings
JP6564606B2 (en) Wooden / Steel Laminated Beam Structure
JP2005188213A (en) Building fitting and floor structure
JP2001311239A (en) Method of joining woody panel
JPH10227066A (en) Coupled beam and column joint structure
JP2006144392A (en) Anchor bolt positioning tool and construction method using the same
JP2003003566A (en) Assembling structure and assembling method for wooden building and connecting metal fitting used therefor

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20051122

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070613

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070626

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070822

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20071002

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20071019

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101026

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101026

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131026

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees