JP3147562U - Joining structure of a wooden structure of an existing wooden building and a passage drilling jig for forming the joining structure - Google Patents

Joining structure of a wooden structure of an existing wooden building and a passage drilling jig for forming the joining structure Download PDF

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JP3147562U
JP3147562U JP2008007423U JP2008007423U JP3147562U JP 3147562 U JP3147562 U JP 3147562U JP 2008007423 U JP2008007423 U JP 2008007423U JP 2008007423 U JP2008007423 U JP 2008007423U JP 3147562 U JP3147562 U JP 3147562U
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wooden
passage
column base
wooden building
base
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聡 矢田
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フネン建材株式会社
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Abstract

【課題】既設の木造建物の木製構造体の接合強度を畳等床材を剥がすことなく高めることができる木造建物の木製構造体の接合構造を提供する。
【解決手段】既設の木造建物の柱脚1または柱頭の外表面から、該柱脚または柱頭の下端面または上端面を貫いて土台3または梁の内部に達する通路と、該通路内に充填された接着剤層4を介して埋設された心金5とで構成する。
【選択図】図1
The present invention provides a joining structure for a wooden structure of a wooden building that can increase the joining strength of the wooden structure of an existing wooden building without peeling off floor materials such as tatami mats.
A passage extending from the outer surface of a column base 1 or a capital head of an existing wooden building to the inside of the base 3 or the beam through the lower end surface or the upper end surface of the column base or the capital head, and filled in the passage. And a mandrel 5 embedded via an adhesive layer 4.
[Selection] Figure 1

Description

本考案は既設の木造建物の木製構造体の接合構造および当該接合構造形成のための通路穿設用ジグに関する。さらに詳しくは、既設の木造建物の柱脚または柱頭から土台または桁もしくは梁の内部にまで達するように予め形成された通路内に接着剤を充填し、硬化して得られた接着剤層を介して埋設された心金とからなる木造建物の木製構造体の接合構造および当該接合構造形成のための通路穿設用ジグに関する。   The present invention relates to a joint structure of a wooden structure of an existing wooden building and a passage drilling jig for forming the joint structure. More specifically, an adhesive is filled in a pre-formed passage so as to reach from the column base or stigma of an existing wooden building to the base, girder, or beam, and the adhesive layer is obtained by curing. The present invention relates to a joint structure of a wooden structure of a wooden building composed of a mandrel embedded in the core, and a passage drilling jig for forming the joint structure.

木造建物の接合部の強度不足に対処するために、柱や梁の木製構造体の接合部に金属製の補強金物を釘・ボルト・ナットなどの固着手段によって固着して補強している。   In order to cope with the lack of strength of the joints of wooden buildings, metal reinforcement hardware is fixed to the joints of the wooden structures such as columns and beams by fixing means such as nails, bolts and nuts.

叙上のように、木造構造体の接合部を補強金物で補強する方法には、補強金物やボルト部に錆が生じるおそれがあるという問題があるとともに、既設の木造建物に設置するためには多くの場合、床材等を一時的に撤去しなければ接合部を補強することが難しい。 As mentioned above, the method of reinforcing the joints of a wooden structure with reinforcement hardware has the problem that the reinforcement hardware and bolts may be rusted, and for installation in existing wooden buildings In many cases, it is difficult to reinforce the joint unless the flooring or the like is temporarily removed.

金属の錆という課題を解決するために、特許文献1記載の発明では、図6に示されるように、既設の基礎B上に設置された土台3に構成された木造建造物の柱、梁等の木製構造物1にFRP製の補強板5を接着してその構造物1を補強するに際し、補強板15を接着剤4で接着する前に、構造物1の劣化部分を除去し、除去した部分に補強用短繊維入りの補修材Eを充填する方法を提案している。   In order to solve the problem of metal rust, in the invention described in Patent Document 1, as shown in FIG. 6, a pillar, a beam, or the like of a wooden structure configured on a base 3 installed on an existing foundation B When the FRP reinforcing plate 5 was bonded to the wooden structure 1 to reinforce the structure 1, the deteriorated portion of the structure 1 was removed and removed before the reinforcing plate 15 was bonded with the adhesive 4. A method of filling a repair material E containing reinforcing short fibers in a portion is proposed.

この方法では、既設木造建造物の壁や床、天井、屋根等を補強することも可能であるが、構造物としての基本的な強度を向上したり、低下した強度を回復させたりするために、木造建造物において骨組みを構成している柱や梁等の木製構造物を補強することが提案あされている。   In this method, it is possible to reinforce the walls, floors, ceilings, roofs, etc. of existing wooden structures, but in order to improve the basic strength as a structure or restore the reduced strength In addition, it has been proposed to reinforce wooden structures such as columns and beams that constitute a framework in a wooden structure.

木製構造物をより効果的に補強するために、補修材充填箇所を含む、構造物の周長の半分以上にわたって補強板を配設し、該補強板を接着して構造材を補強すること、とりわけ、構造材の全周にわたって延びる補強板で補強することで、補強効果を高め、構造物の補強部分を全面にわたって覆うことで、木材表面の露出を回避し、木材の腐食による劣化を防止することを提案している。   In order to reinforce the wooden structure more effectively, the reinforcing plate is disposed over half the circumference of the structure including the repair material filling portion, and the reinforcing plate is bonded to reinforce the structural material. In particular, by reinforcing with a reinforcing plate extending over the entire circumference of the structural material, the reinforcing effect is enhanced, and the reinforcing part of the structure is covered over the entire surface, thereby avoiding the exposure of the wood surface and preventing deterioration due to corrosion of the wood. Propose that.

このように、特許文献1記載の発明では、ボルト等を用いることなく、接着により補強でき、補強板に働く応力は接着面の全域で受けることになるから応力集中は発生しにくく、構造物が効率よく補強される。   As described above, in the invention described in Patent Document 1, it is possible to reinforce by bonding without using a bolt or the like, and stress acting on the reinforcing plate is received over the entire area of the bonding surface, so stress concentration hardly occurs, and the structure is Reinforced efficiently.

また、特許文献2記載の発明では、木造住宅の壁改修構造において、図7に示されるように、壁を構成する柱部材の柱脚部と土台とを補強金物14を配置して補強している。この補強金物14は、水平取付片14aの一辺に垂直取付片14bを立設し、そのコーナー部にリブ14cを1または2以上設けた略L字形の金属部材で、水平取付片14aおよび垂直取付片14bに取付孔14dが複数個穿設されている。   Moreover, in invention of patent document 2, in the wall repair structure of a wooden house, as FIG. 7 shows, the column base part and foundation of the column member which comprise a wall are arrange | positioned and reinforced. Yes. The reinforcing metal piece 14 is a substantially L-shaped metal member in which a vertical mounting piece 14b is erected on one side of the horizontal mounting piece 14a, and one or more ribs 14c are provided at a corner thereof. A plurality of mounting holes 14d are formed in the piece 14b.

特開2002−276165号公報JP 2002-276165 A 特許第3887246号公報Japanese Patent No. 3887246

しかしながら、特許文献1記載の発明では木造構造体を構成する柱の外表面に補強板を設けている構成であることから、柱と梁とを組み合わせた木造構造体としての接合部の強度の向上が期待できず、そのうえ、柱の外表面が被覆されるため、客室や応接間に設けられた柱の場合には目立ってしまうという問題がある。一方、特許文献2記載の発明では、柱と梁の外面に釘によりL字状の補強金物が取り付けられるため、さび(錆)の発生が避けられず、そのうえ、補強工事を行う際に、一旦、畳等床材を剥がす必要がある。   However, in the invention described in Patent Document 1, since the reinforcing plate is provided on the outer surface of the pillar constituting the wooden structure, the strength of the joint portion as a wooden structure combining the pillar and the beam is improved. In addition, since the outer surface of the pillar is covered, there is a problem that the pillar provided in the guest room or the reception area becomes conspicuous. On the other hand, in the invention described in Patent Document 2, since the L-shaped reinforcing hardware is attached to the outer surfaces of the pillars and beams by nails, the occurrence of rust (rust) is unavoidable. It is necessary to peel off floor materials such as tatami mats.

そこで、本考案は、既設の木造建物の接合部強度を高めるため畳等を剥がすことなく施工が可能な柱脚・土台の接合構造を提供することを目的とする。   Therefore, the present invention has an object to provide a column base / base joint structure that can be constructed without peeling tatami mats or the like in order to increase the joint strength of an existing wooden building.

本考案の一態様にかかわる木造建物の木製構造体の接合構造は、既設の木造建物の柱脚の外表面から、該柱脚の下端面を貫いて土台の内部にまで延びる通路と、
該通路内に充填された接着剤層を介して埋設された心金と
からなることを特徴としている。
The joint structure of the wooden structure of the wooden building according to one aspect of the present invention includes a passage extending from the outer surface of the column base of the existing wooden building to the inside of the foundation through the lower end surface of the column base,
It is characterized by comprising a mandrel embedded through an adhesive layer filled in the passage.

本考案の他の態様にかかわる既設の木造建物の柱頭の外表面から、該柱頭の上端面を貫いて桁もしくは梁の内部にまで延びる通路と、
該通路内に充填された接着剤層を介して埋設された心金と
からなることを特徴としている。
A passage extending from the outer surface of the stigma of an existing wooden building according to another aspect of the present invention to the inside of the beam or beam through the upper end surface of the stigma;
It is characterized by comprising a mandrel embedded through an adhesive layer filled in the passage.

また、前記通路が、柱脚の外表面から土台、または柱頭から桁もしくは梁まで延びる1個または2個以上の直線状の通路であることが好ましい。   Moreover, it is preferable that the said channel | path is one or two or more linear channel | paths extended from the outer surface of a column base to a base or a column head to a girder or a beam.

また、前記柱脚の外表面のうち、畳等床材の外表面位置より上に、前記1個または2個以上の通路と連通する凹所が設けられてなることが好ましい。   Moreover, it is preferable that the recessed part connected with the said 1 or 2 or more channel | path is provided above the outer surface position of floor materials, such as a tatami, among the outer surfaces of the said column base.

また、前記凹所に充填部が設けられてなることが好ましい。   Moreover, it is preferable that a filling part is provided in the recess.

また、前記心金が金属製または合成樹脂製の棒状体であることが好ましい。   The mandrel is preferably a rod-shaped body made of metal or synthetic resin.

また、本考案の他の態様にかかわる木造建物の木製構造体の接合構造を形成するための通路穿設用ジグは、柱脚または柱頭の外表面に押圧されるブロックと、当該ブロック内にドリルマシンのドリルビットを挿入するための孔が形成されてなることを特徴としている。   Further, a passage drilling jig for forming a joint structure of a wooden structure of a wooden building according to another aspect of the present invention includes a block pressed against an outer surface of a column base or a column head, and a drill in the block. A hole for inserting a drill bit of the machine is formed.

本考案の柱脚・土台および柱頭・桁もしくは梁接合構造によれば、既設の木造建物の柱脚または柱頭の外表面から、該柱脚または柱頭の下端面または上端面を貫いて土台または桁もしくは梁の内部に達する通路と、該通路内に充填された接着剤層を介して埋設された心金とから構成されているため、土台(または梁)から柱脚(または柱頭)の抜けを防止することができる。すなわち、大きな地震が発生しても、柱脚(または柱頭)が土台(または梁)から抜けることがなく、そのうえ、補強工事の際に、畳等床材を剥がす必要がないので、補強工事を容易に行える。   According to the column base / base and the column head / girder / beam connection structure of the present invention, the base or girder penetrates the lower end surface or upper end surface of the column base or the column head from the outer surface of the column base or the column head of the existing wooden building. Alternatively, it is composed of a passage that reaches the inside of the beam and a mandrel embedded through an adhesive layer filled in the passage, so that the column base (or stigma) can be removed from the base (or beam). Can be prevented. In other words, even if a large earthquake occurs, the column base (or column head) does not come off from the foundation (or beam), and it is not necessary to remove floor materials such as tatami mats during reinforcement work. Easy to do.

本考案の柱脚・土台接合構造について、添付図面を参照しつつ以下に詳細に説明する。   The column base / base joint structure of the present invention will be described in detail below with reference to the accompanying drawings.

図1は本考案の一実施の形態にかかわる木造建物の木製構造体の接合構造を示す断面説明図、図2は図1の射視説明図、図3は図1に示した通路を穿設するためのジグの一例を示した説明図、図4は図1の木製建物の接合構造を適用した場合の筋交い材の適用例を示す説明図、図5は図4の要部説明図である。   FIG. 1 is a cross-sectional explanatory view showing a joint structure of a wooden structure of a wooden building according to an embodiment of the present invention, FIG. 2 is a perspective explanatory view of FIG. 1, and FIG. 3 is provided with a passage shown in FIG. FIG. 4 is an explanatory view showing an example of application of bracing material when the joining structure of the wooden building of FIG. 1 is applied, and FIG. 5 is an explanatory view of a main part of FIG. .

図1〜2を参照すると、本実施の木造建物の接合構造10は、既設の木造建物の柱脚1の外表面1aから、該柱脚1の下端面1bを貫いて土台3の内部に達する通路Cと、該通路C内に充填された接着剤層4を介して埋設された心金5とから構成されている。   Referring to FIGS. 1 and 2, the joining structure 10 of the wooden building of the present embodiment reaches the inside of the base 3 from the outer surface 1 a of the column base 1 of the existing wooden building through the lower end surface 1 b of the column base 1. It is comprised from the channel | path C and the metal core 5 embed | buried via the adhesive bond layer 4 with which it filled in this channel | path C. FIG.

本実施の形態においては、前記通路Cは、柱脚1の外表面1aから、基礎B上に設置された土台3まで延びる2つの通路Cが図示されている(図2参照)が、通路Cの数は通路Cの大きさに依存して適宜決められるものであり、2つに限られることはなく、1つでもよいし、3以上であってもよい。通路Cは図1に示されるように、接合強度を高めるために柱脚1に対して角度θをなして形成されるのである。   In the present embodiment, the passage C has two passages C extending from the outer surface 1a of the column base 1 to the base 3 installed on the foundation B (see FIG. 2). Is appropriately determined depending on the size of the passage C, and is not limited to two, but may be one or three or more. As shown in FIG. 1, the passage C is formed at an angle θ with respect to the column base 1 in order to increase the bonding strength.

この場合、図3に示したように、通路Cの柱脚1に対する角度と等しい角度θをもつ孔Hが形成されたブロックGから構成されたガイドを柱脚1に押圧しながらブロックGの孔Hにドリルビットを挿入してドリルマシンを動作すれば、柱脚1に対して所望の角度θをなすようにすることができる。   In this case, as shown in FIG. 3, the hole formed in the block G while pressing the guide composed of the block G in which the hole H having an angle θ equal to the angle of the passage C with respect to the column base 1 is pressed against the column base 1 If a drill bit is inserted into H and the drill machine is operated, a desired angle θ can be formed with respect to the column base 1.

柱脚1と土台3に通路Cが形成されると、通路Cの容積の略2/3の接着剤を充填し、ついで、心金5をゆっくりと通路C内に挿入すると、約3時間で接着剤が硬化し、通路C内に接着剤層4を介して心金が設けられた接合構造が得られる。   When the passage C is formed in the column base 1 and the base 3, the adhesive of about 2/3 of the volume of the passage C is filled, and then the mandrel 5 is slowly inserted into the passage C, in about 3 hours. The adhesive is cured, and a joint structure in which a mandrel is provided in the passage C via the adhesive layer 4 is obtained.

本実施の形態において、接着剤層4の材料としては、たとえばエポキシ樹脂やメチルメタクリル樹脂、ビニルエステル樹脂、不飽和ポリエステル樹脂、フェノール樹脂等を使用することができる。また、心金5の素材としては、ボルトなどの金属製の棒状体のほか炭素繊維やアラミド繊維等の繊維強化合成樹脂(FRP)から形成された棒状体を採用することができる。   In this Embodiment, as a material of the adhesive bond layer 4, an epoxy resin, methylmethacryl resin, vinyl ester resin, unsaturated polyester resin, a phenol resin etc. can be used, for example. Further, as the material of the mandrel 5, a rod-shaped body formed of a fiber-reinforced synthetic resin (FRP) such as carbon fiber or aramid fiber in addition to a metal rod-shaped body such as a bolt can be used.

ここで、図1および2に示されるように、柱脚1の外表面1aの畳よりも上の位置に、通路Cと連通する凹所Rが設けられており、この凹所Rから、前述のドリルマシンのドリルビットを挿通するのである。そして、この凹所Rは、美観上の観点からパテなどの充填物を設けることによって塞ぐようにする。   Here, as shown in FIGS. 1 and 2, a recess R communicating with the passage C is provided at a position above the tatami of the outer surface 1 a of the column base 1. The drill bit of the drill machine is inserted. The recess R is closed by providing a filling such as a putty from an aesthetic point of view.

なお、叙上の実施の形態は、木造建物の柱脚と土台とのあいだの接合構造について述べたが、本考案の木造建物の木製構造体の接合構造10は、柱脚と土台との間のみならず、柱頭と梁(または桁)との間にも適用されることはいうまでもない。   In the above embodiment, the joint structure between the column base and the base of the wooden building has been described. However, the joint structure 10 of the wooden structure of the wooden building of the present invention is between the base and the base. Needless to say, this also applies between the stigma and the beam (or girder).

そして、本考案の木造建物の木製構造体の接合構造10を採用すれば、図4、5に示されるように、畳7の上面よりも上から通路Cを形成することができるため、補強工事の際に、床板11上に配設された畳7などの床材を剥がす必要がなく、補強工事を容易に行えるという大きな利点があるが、さらなる利点として、接合構造10によって柱脚と土台の接合強度が向上して柱が土台から抜けることが防止されるので、筋交い8も床板11上に配設された畳7を剥がすことなく、畳7の上方に筋交い8の下端部(図5参照)を釘や螺子などの固着手段9により柱1の脚部に取り付け、筋交い8の上端部を鴨居2の下方の柱1の頭部に取り付けることが可能になることをあげることができる。   And if the joining structure 10 of the wooden structure of the wooden building of this invention is employ | adopted, since the channel | path C can be formed from above the upper surface of the tatami 7, as shown in FIG. In this case, there is no need to peel off the floor material such as the tatami mat 7 arranged on the floor board 11, and there is a great advantage that the reinforcement work can be easily performed. Since the joining strength is improved and the pillar is prevented from coming off the base, the brace 8 also has a lower end of the brace 8 above the tatami 7 without peeling off the tatami 7 disposed on the floor board 11 (see FIG. 5). ) Is attached to the leg portion of the column 1 by the fixing means 9 such as a nail or a screw, and the upper end portion of the brace 8 can be attached to the head portion of the column 1 below the duck 2.

本考案の実施の形態にかかわる木造建物の木製構造体の接合構造を示す断面説明図である。It is sectional explanatory drawing which shows the joining structure of the wooden structure of the wooden building concerning embodiment of this invention. 図1の射視説明図である。FIG. 2 is a perspective explanatory view of FIG. 1. 図1に示した通路を穿設するためのジグの一例を示した説明図である。It is explanatory drawing which showed an example of the jig | tool for drilling the channel | path shown in FIG. 図1の木造建物の木製構造体の接合構造を適用した場合の筋交い材の適用例を示す説明図である。It is explanatory drawing which shows the example of application of a bracing material at the time of applying the junction structure of the wooden structure of the wooden building of FIG. 図4の要部説明図である。It is principal part explanatory drawing of FIG. 従来の柱脚・土台接合構造の一例を示す説明図である。It is explanatory drawing which shows an example of the conventional column base-base joining structure. 従来の柱脚を補強するための金具を示す説明図である。It is explanatory drawing which shows the metal fitting for reinforcing the conventional column base.

符号の説明Explanation of symbols

1 柱脚
2 鴨居
3 土台
4 接着剤層
5 心金(ボルト)
6 根太
7 畳
8 筋交い
9 固着手段
10 木造建物の木製構造体の接合構造
11 床板
1 Column base 2 Kamoi 3 Base 4 Adhesive layer 5 Core (bolt)
6 joist 7 tatami 8 bracing 9 fixing means 10 joining structure 11 of wooden structure of wooden building 11 floor board

Claims (8)

既設の木造建物の柱脚の外表面から、該柱脚の下端面を貫いて土台の内部にまで延びる通路と、
該通路内に充填された接着剤層を介して埋設された心金と
からなることを特徴とする木造建物の木製構造体の接合構造。
A passage extending from the outer surface of the column base of an existing wooden building to the inside of the foundation through the lower end surface of the column base;
A joining structure for a wooden structure of a wooden building, comprising: a mandrel embedded through an adhesive layer filled in the passage.
既設の木造建物の柱頭の外表面から、該柱頭の上端面を貫いて桁もしくは梁の内部にまで延びる通路と、
該通路内に充填された接着剤層を介して埋設された心金と
からなることを特徴とする木造建物の木製構造体の接合構造。
A passage extending from the outer surface of the stigma of an existing wooden building to the inside of the beam or beam through the upper end surface of the stigma;
A joining structure for a wooden structure of a wooden building, comprising: a mandrel embedded through an adhesive layer filled in the passage.
前記通路が、柱脚の外表面から土台、または柱頭から桁もしくは梁まで延びる1個または2個以上の直線状の通路である請求項1または2記載の接合構造。 The joint structure according to claim 1 or 2, wherein the passage is one or two or more linear passages extending from an outer surface of the column base to a base, or from a column head to a girder or a beam. 前記柱脚の外表面のうち、畳等床材の外表面位置より上に、前記1個または2個以上の通路と連通する凹所が設けられてなる請求項3記載の接合構造。 The joining structure according to claim 3, wherein a recess communicating with the one or more passages is provided above an outer surface position of a floor material such as a tatami mat on an outer surface of the column base. 前記凹所に充填部が設けられてなる請求項4記載の接合構造。 The joining structure according to claim 4, wherein a filling portion is provided in the recess. 前記心金が金属製または合成樹脂製の棒状体である請求項1〜5のいずれか1項に記載の接合構造。 The joining structure according to claim 1, wherein the mandrel is a rod-shaped body made of metal or synthetic resin. 前記合成樹脂製の棒状体が、炭素繊維または繊維強化合成樹脂から形成された棒状体である請求項6記載の接合構造。 The joint structure according to claim 6, wherein the synthetic resin rod-shaped body is a rod-shaped body formed of carbon fiber or fiber-reinforced synthetic resin. 請求項1〜7記載の木造建物の木製構造体の接合構造を形成するための通路穿設用ジグであって、柱脚または柱頭の外表面に押圧されるブロックと、当該ブロック内にドリルマシンのドリルビットを挿入するための孔が形成されてなることを特徴とする通路穿設用ジグ。 A jig for forming a passage for forming a joint structure of a wooden structure of a wooden building according to claim 1, wherein the block is pressed against the outer surface of a column base or a stigma, and a drill machine is provided in the block. A passage drilling jig characterized in that a hole for inserting a drill bit is formed.
JP2008007423U 2008-10-22 Joining structure of a wooden structure of an existing wooden building and a passage drilling jig for forming the joining structure Expired - Lifetime JP3147562U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018112019A (en) * 2017-01-13 2018-07-19 株式会社ポラス暮し科学研究所 Bearing wall manufacturing method and bearing wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018112019A (en) * 2017-01-13 2018-07-19 株式会社ポラス暮し科学研究所 Bearing wall manufacturing method and bearing wall

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