JP6395013B1 - Hut face structure - Google Patents

Hut face structure Download PDF

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JP6395013B1
JP6395013B1 JP2017083923A JP2017083923A JP6395013B1 JP 6395013 B1 JP6395013 B1 JP 6395013B1 JP 2017083923 A JP2017083923 A JP 2017083923A JP 2017083923 A JP2017083923 A JP 2017083923A JP 6395013 B1 JP6395013 B1 JP 6395013B1
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lamina
joined
laminated
beam joint
fiber direction
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JP2018178655A (en
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治 田畑
治 田畑
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Sekisui House Ltd
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Sekisui House Ltd
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Abstract

【課題】
従来の梁枠構造体はピン結合であるために水平外力に対して抵抗するために隅角部にブレース、火打ち、合板等を配置してしなければならない課題がある。
【解決手段】
一方のラミナ2の繊維方向の端面と前記一方のラミナ2と他方のラミナ3の繊維方向の側面とが略直角に接合する第1ラミナ部材4と、一方のラミナ2の繊維方向の側面と前記一方のラミナ2と他方のラミナ3の繊維方向の端面とが略直角に接合する第2ラミナ部材5とが、上下方向に接着剤を介して貼り合わされて重なり合って積層されて形成された交差積層部7と、該交差積層部7から分岐して形成された2以上の梁継手積層部8とを具備する木質隅角部構造体1としたこと。
【選択図】図1
【Task】
Since the conventional beam frame structure is pin-coupled, there is a problem that braces, fire-fired, plywood, etc. must be arranged in the corners to resist horizontal external force.
[Solution]
The end face of one lamina 2 in the fiber direction and the side face in the fiber direction of one lamina 2 and the other lamina 3 are joined at substantially right angles, the side face in the fiber direction of one lamina 2 and the side face in the fiber direction The cross-lamination formed by laminating one lamina 2 and the second lamina member 5 in which the end faces in the fiber direction of the other lamina 3 are joined at a substantially right angle is bonded and overlapped with each other in the vertical direction. A wood corner structure 1 including a portion 7 and two or more beam joint laminated portions 8 formed by branching from the intersecting laminated portion 7.
[Selection] Figure 1

Description

この発明は、隅角部を一体化した集成構成の木質隅角部構造体を使用して構成される小屋面構造に関する。 This invention relates to shed surface structure constructed using wood corner structure assembled configuration with integrated corners.

木造建築物における木質梁材は直線部材であり、これを隅部において柱材を介して相互にピン接合して、L字形、T字形、十字形などの隅角部を具備する梁枠構造体を構成している。しかし、この梁枠構造体は前述のようにピン結合であるために、水平外力に対して抵抗するために隅角部にブレース、火打ち、合板等を配置してしなければならない(例えば、特許文献1の図13、特許文献2の図3等)。   A wooden beam in a wooden building is a straight member, and this is pinned to each other via a pillar at the corner to provide a beam frame structure having corner portions such as L-shape, T-shape, and cross shape. Is configured. However, since this beam frame structure is pin-coupled as described above, braces, fire-fired, plywood, etc. must be placed in the corners to resist horizontal external forces (for example, patents) FIG. 13 of Document 1 and FIG. 3 of Patent Document 2).

しかしこのようなブレース、火打ち、合板等は、拭き抜けや配線・配管などを考慮して設計する際のプランの自由度に制約を加えることになる。とくに火打ちは水平抵抗耐力が小さく、高耐力の水平抵抗要素が望まれている。   However, such braces, fire-firing, plywood, and the like impose restrictions on the degree of freedom of the plan when designing in consideration of wiping through, wiring, piping, and the like. In particular, fire resistance has a low horizontal resistance, and a high resistance horizontal resistance element is desired.

このような要望に応える発明として、例えば特許文献3の図1〜図4に示されるようなL字形、T字形、十字形等に一体的に形成して剛体接合に近い木質部接合体がある。これは集成材からなる平板材を上記の形状となるように切り抜いて形成しているために、上記の各字形の直線の交差部分は同質で連続した木材繊維を有する一体物となっている。   As an invention that meets such a demand, there is a wood part joined body that is integrally formed in an L shape, a T shape, a cross shape, or the like as shown in FIGS. Since this is formed by cutting out a flat plate made of laminated wood so as to have the above-mentioned shape, the intersections of the straight lines of the above-mentioned respective shapes are an integral body having the same and continuous wood fibers.

特開2007−120164号公報(図13)Japanese Patent Laying-Open No. 2007-120164 (FIG. 13) 実開平5−12517号公報(図3)Japanese Utility Model Publication No. 5-12517 (FIG. 3) 特開2012−202114号公報(図1〜図4)JP 2012-202114 A (FIGS. 1 to 4)

しかしながら、上記先行技術においては、交差部分が同質で連続した木材繊維であるために繊維方向に水平外力が作用した場合には脆いという問題点がある。又、集成材からなる平板材を前記の各形状に切り抜いて形成しなければならないので、切り抜きに要する手数がかかると共に、切り抜き残余の板材破片が無駄になり不経済になる問題点がある。   However, the above-mentioned prior art has a problem that it is brittle when a horizontal external force acts in the fiber direction because the intersecting portions are wood fibers of the same quality and continuous. In addition, since a flat plate made of laminated material must be cut into the above-mentioned shapes, there is a problem in that it takes time and effort to cut out, and the remaining plate material fragments are wasted and become uneconomical.

この発明は前記課題を解決するためになされたものであって、その手段とするところは次の通りである。   The present invention has been made in order to solve the above-mentioned problems, and the means thereof is as follows.

請求項1の発明は、一方のラミナの繊維方向の端面と他方のラミナの繊維方向の側面とが略直角に接合する第1ラミナ部材と、一方のラミナの繊維方向の側面と他方のラミナの繊維方向の端面とが略直角に接合する第2ラミナ部材とが、上下方向に接着剤を介して貼り合わされて重なり合って積層されて形成された交差積層部と、該交差積層部から分岐して形成された2以上の梁継手積層部とを具備する複数の木質隅角部構造体の前記交差積層部から分岐した前記梁継手積層部同士を梁部材によって相互に連結して四角形枠を構成した梁枠構造体を柱によって支持した小屋面構造であって、前記木質隅角部構造体は、前記第1ラミナ部材が前記一方のラミナと前記他方のラミナが共に1枚で、且つ、前記第2ラミナ部材の前記一方のラミナと前記他方のラミナが共に1枚からなるL字形の木質隅角部構造体と、前記第1ラミナ部材が前記一方のラミナが2枚で前記他方のラミナが1枚からなり、前記第2ラミナ部材が前記一方のラミナ及び前記他方のラミナが共に1枚のラミナからなるT字形の木質隅角部構造体とを有し、前記四角形枠は、四隅のコーナー部に配置された4つの前記L字形の木質隅角部構造体の前記梁継手積層部同士を前記梁部材によって連結すると共に、相対向する枠それぞれの途中に前記T字形の木質隅角部構造体を前記梁継手積層部と前記梁部材とが接合するように介在させたものであり、相対向する前記T字形の木質隅角部構造体の前記梁継手積層部同士を前記梁部材によって連結したことにある。 According to the first aspect of the present invention, there is provided a first lamina member in which a fiber end face of one lamina and a fiber side face of the other lamina are joined at a substantially right angle, a fiber side face of the one lamina and a side face of the other lamina. A second laminar member joined to the end surface in the fiber direction at a substantially right angle is bonded to each other in the vertical direction via an adhesive and stacked to overlap each other, branched from the cross stacked portion A quadrangular frame is formed by connecting the beam joint laminated portions branched from the cross laminated portion of a plurality of wooden corner structure having two or more formed beam joint laminated portions to each other by a beam member. It is a shed surface structure in which a beam frame structure is supported by a pillar, and the wooden corner structure has a first lamina member and one lamina and the other lamina, One lamina of two lamina members and An L-shaped woody corner structure in which the other lamina is composed of one sheet, the first lamina member is composed of two of the one lamina and the other lamina is composed of one sheet, and the second lamina member And the one lamina and the other lamina both have a T-shaped woody corner structure composed of a single lamina, and the quadrangular frame has four L-shapes arranged at the corners of the four corners. The beam joint laminated portions of the wood corner structure are connected by the beam member, and the T-shaped wood corner structure is connected to the beam joint laminated portion and the beam in the middle of each opposing frame. The member is interposed so as to be joined to each other, and the beam joint laminated portions of the T-shaped woody corner portion structures facing each other are connected by the beam member.

請求項の発明は、前記第1ラミナ部材及び前記第2ラミナ部材における一方のラミナの端面と他方のラミナの側面及び一方のラミナの側面と他方のラミナの端面との接合は、フィンガージョイントによるものであることにある。 According to a second aspect of the present invention, the joining of the end surface of one lamina and the side surface of the other lamina and the side surface of one lamina and the end surface of the other lamina in the first lamina member and the second lamina member is a finger joint. It is to be a thing.

請求項の発明は、前記第1ラミナ部材及び前記第2ラミナ部材における前記一方のラミナの端面と前記他方のラミナの側面及び前記一方のラミナの側面と前記他方のラミナの端面との接合は、前記一方のラミナ又は前記他方のラミナの端面に形成した傾斜面と前記他方のラミナ又は前記一方のラミナの側面に形成した逆傾斜面とを接着剤を介して貼り合せたものであることにある。 According to a third aspect of the present invention, the joining of the end surface of the one lamina and the side surface of the other lamina and the side surface of the one lamina and the end surface of the other lamina in the first lamina member and the second lamina member The inclined surface formed on the end surface of the one lamina or the other lamina and the reverse inclined surface formed on the side surface of the other lamina or the one lamina are bonded together with an adhesive. is there.

請求項の発明は、前記梁継手積層部と梁部材との接合は、梁継手積層部と梁部材の双方の相対向する端面に差し込む接合棒を取付板の両面に有する接合金具を用いて接合することにある。 In the invention according to claim 4 , the beam joint laminated portion and the beam member are joined by using a joint fitting having joining rods inserted on opposite facets of both the beam joint laminated portion and the beam member on both surfaces of the mounting plate. It is to join.

請求項の発明は、前記梁継手積層部と梁部材との接合は、梁継手積層部と梁部材の相対向する端面においてラミナの長短によって形成された互いの凹凸部同士を逆にして対面させて接着剤を介して嵌め込むことによって接合することにある。 The invention according to claim 5 is such that the beam joint laminate and the beam member face each other by reversing the concave and convex portions formed by the length of the lamina at the opposite end faces of the beam joint laminate and the beam member. And joining them by fitting them through an adhesive.

請求項の発明は、前記梁枠構造体の柱による支持は、前記木質隅角部構造体の前記交差積層部を支えることにある。 The invention according to claim 6 is that the support of the beam frame structure by the pillar is to support the intersecting laminated portion of the wood corner structure.

この発明の木質隅角部構造体は、第1及び第2ラミナ部材を交互に上下方向に積層して形成された交差積層部とこの交差積層部から分岐した2以上の梁継手積層部を具備しているので、木造建物の四角形枠を構成する梁枠構造体である小屋面に利用すれば剛体接合の構造体を形成できる。これによって、従来必要とされていたブレース、火打ち、合板等は不要となるので、小屋面のプランの自由度が高まる利点がある。上下に重なり合う第1ラミナ部材と第2ラミナ部材の交差積層部においては、繊維方向の異なるラミナが上下方向に交互に位置し、更に、上下の第1ラミナ部材と第2ラミナ部材を構成する2以上のラミナにおいては交差部においてラミナの勝ち負けが異なっているので、より強度が強い剛体接合が得られる。   The woody corner structure according to the present invention includes a cross laminated portion formed by alternately laminating first and second lamina members in the vertical direction, and two or more beam joint laminated portions branched from the cross laminated portion. Therefore, a rigid joint structure can be formed if it is used for a cabin surface which is a beam frame structure constituting a rectangular frame of a wooden building. This eliminates the need for braces, fire-firing, plywood, and the like, which have been conventionally required, and thus has the advantage of increasing the degree of freedom in the plan for the cabin surface. In the cross-laminated portion of the first lamina member and the second lamina member that overlap in the vertical direction, laminaes having different fiber directions are alternately positioned in the vertical direction, and further, 2 constituting the upper and lower first lamina members and the second lamina member. In the above lamina, since the lamina wins or loses at the intersection, a rigid joint with higher strength can be obtained.

更にこの発明の木質隅角部構造体は、L字形、T字形のものを第1及び第2ラミナ部材を構成するラミナの数とラミナの繊維方向の向きを変えることにより容易に得ることができる。 Further wood corner structure of the invention, L-shaped, be readily obtained by varying the fiber orientation of the number of laminae of laminae which constitutes the first and second lamina member ones of the T-shaped it can.

更に、第1および第2ラミナ部材において一方のラミナの端面と他方のラミナの側面とを接合する場合において、フィンガージョイントを採用した場合には、機械加工によって容易に形成できる。又、一方のラミナの端面と他方のラミナの側面にそれぞれ形成した傾斜面と逆傾斜面を接着剤を介して貼り合わせする場合には、傾斜面とした分だけ貼り合わせ面積が垂直面同士の場合よりも大きくなるので接合強度が向上する。   Furthermore, in the case where the end surface of one lamina and the side surface of the other lamina are joined in the first and second lamina members, when a finger joint is employed, it can be easily formed by machining. In addition, when the inclined surface and the reverse inclined surface formed on the end surface of one lamina and the side surface of the other lamina are bonded together with an adhesive, the bonding area of the vertical surfaces is the same as the inclined surface. Since it becomes larger than the case, the bonding strength is improved.

又は、この発明の木質隅角部構造体は、前記のように、L字形、T字形のものを得られるので、これらの梁継手積層部と梁部材の相互の連結組み合せによって四角形枠の梁枠構造体を得ることができる。 Or, wood corner structure of the present invention, as described above in, L-shaped, so obtained those T-shaped beams of square frame by interconnection of a combination of these beam joint laminated portion and the beam member A frame structure can be obtained.

接合金具を用いて梁継手積層部と梁部材とを接合すれば、金属部材の介在により梁継手積層部と梁部材が強固に接合される。又、ラミナの端部における長短によってそれぞれの端面に凹凸を形成して、これら凹凸を逆になるように対面させて接着剤を介して嵌め込み固定することによって、重量を増すことなく梁継手積層部と梁部材が接合される。   If the beam joint laminate and the beam member are joined using the joint fitting, the beam joint laminate and the beam member are firmly joined by the intervention of the metal member. In addition, by forming irregularities on each end face depending on the length of the end of the lamina, and by facing these irregularities so as to be reversed and fitting and fixing via an adhesive, the beam joint laminated part without increasing the weight And beam members are joined.

これを柱によって建物の最上階に構築すれば剛体構造の小屋面を得られる。これによって、ブレース、火打ち、合板等が不要になるために、大きな吹き抜けを設けたり、配管、配線のスペースを得るなどのプラン自由度が向上する。又、柱で支える場合には、交差積層部で支えると支持強度が向上できる。   If this is built on the top floor of the building with pillars, a rigid structure can be obtained. This eliminates the need for braces, fire-firing, plywood, etc., so that the degree of freedom in planning such as providing a large blow-through or obtaining space for piping and wiring is improved. Moreover, when supporting by a pillar, support strength can be improved if it supports by a crossing laminated part.

この発明の木質隅角部構造体の第1実施形態の全体斜視図。The whole perspective view of 1st Embodiment of the woody corner part structure of this invention. 一方のラミナの端面と他方のラミナの側面との接合状態斜視説明図。Explanatory drawing of a joining state with the end surface of one lamina and the side surface of the other lamina. 同他の接合状態斜視説明図。Other joint state perspective explanatory views. この発明の木質隅角部構造体の第2実施形態の全体斜視図。The whole perspective view of 2nd Embodiment of the woody corner part structure of this invention. この発明の木質隅角部構造体の第3実施形態の全体斜視図。The whole perspective view of 3rd Embodiment of the woody corner part structure of this invention. 接合金具を用いての梁継手部と梁部材の接合状態透視説明図。FIG. 6 is a perspective explanatory view of a joining state of a beam joint portion and a beam member using a joining metal fitting. 接合金具を挟んで梁継手部と梁部材を接合する断面説明図。Cross-sectional explanatory drawing which joins a beam joint part and a beam member on both sides of a joining metal fitting. 梁継手積層部の梁部材接合端部説明図。Explanatory drawing of the beam member junction end of a beam joint lamination part. 梁継手積層部と梁部材の相向い合う接合端面の断面説明図。Cross-sectional explanatory drawing of the joint end surface where a beam joint lamination part and a beam member face each other. 梁継手積層部と梁部材の接合断面図。The joint sectional view of a beam joint lamination part and a beam member. この発明の木質隅角部構造体を用いた小屋面構造体の斜視説明図。The perspective explanatory drawing of the shed surface structure using the woody corner part structure of this invention.

この発明の実施の形態について以下図面を参照しつつ説明する。まず、図1に示す第1実施形態について説明する。木質隅角部構造体1は、L字形の構造体であって、一方のラミナ2の繊維方向の端面2aと他方のラミナ3の繊維方向の側面3bとが略直角に接合する第1ラミナ部材4が最上段に位置し、次に、一方のラミナ2の繊維方向の側面2bと他方のラミナ3の繊維方向の端面3aとが略直角に接合する第2ラミナ部材5が第2段に位置し、以下、これら第1ラミナ部材4及び第2ラミナ部材5が交互に上下方向に接着剤を介して重ね合わせて積層され圧力を加えて接合されてなるものである。すなわち、隅部において第1ラミナ部材4と第2ラミナ部材5とは勝ち負けを逆にして交互に重ね合わせて積層され接合されたものである。ここにおいて、一方のラミナ2と他方のラミナ3は同一の幅と長さ及び厚さを有する同一形状のものを用いている。そして幅、厚み、長さはいずれもとくに限定されるものではない。このようなラミナは使用前に十分に乾燥させて磨れ、割れ、大きな節などを除去あるいは分散させて、狂いや収縮がないようになされたものである。唐松、ヒノキ、スギなどの国産材樹種、外来材樹種を製材して挽き板にしたものであるので、一般には長手方向が、繊維方向に挽かれて両端に端面2a,3aを形成し、両側に側面2b,3bを形成している。   Embodiments of the present invention will be described below with reference to the drawings. First, the first embodiment shown in FIG. 1 will be described. The wood corner structure 1 is an L-shaped structure, and the first lamina member in which the end surface 2a in the fiber direction of one lamina 2 and the side surface 3b in the fiber direction of the other lamina 3 are joined at a substantially right angle. 4 is located in the uppermost stage, and then the second lamina member 5 in which the side face 2b in the fiber direction of one lamina 2 and the end face 3a in the fiber direction of the other lamina 3 are joined at a substantially right angle is located in the second stage. In the following description, the first lamina member 4 and the second lamina member 5 are alternately stacked in an up and down direction via an adhesive and are joined by applying pressure. That is, at the corner, the first lamina member 4 and the second lamina member 5 are laminated and joined alternately alternately in the opposite order. Here, one lamina 2 and the other lamina 3 are of the same shape having the same width, length and thickness. The width, thickness, and length are not particularly limited. These laminaes are thoroughly dried and polished before use to remove or disperse cracks, large joints, etc., so that they are not distorted or shrunk. Since timber pine, cypress, cedar and other domestic timber species and exotic timber species are sawn into a sawn board, the longitudinal direction is generally ground in the fiber direction to form end faces 2a and 3a at both ends. Side surfaces 2b and 3b are formed.

上記のように第1ラミナ部材4と第2ラミナ部材5とが上下方向に交互に接着剤を介して重ね合わされて貼り合わせて積層された木質隅角部構造体1は、略直角に接合している交差部においては上下のラミナの繊維方向が異なっており、且つ、勝ち負けが異なる接合であるので、剛体構造を形成している。そして、2つのラミナが交差する交差積層部7とこの交差積層部7から分岐して直角方向に2つの梁継手積層部8とを具備している。 As described above, the wooden corner structure 1 in which the first lamina member 4 and the second lamina member 5 are alternately laminated in an up and down direction via an adhesive and laminated to each other is joined at a substantially right angle. In the intersecting portion 6 , the fiber directions of the upper and lower lamina are different, and the joints are different in winning and losing, so that a rigid body structure is formed. And the cross lamination part 7 which two lamina cross | intersects, and it has branched from this cross lamination part 7, and has comprised two beam joint lamination parts 8 in the orthogonal | vertical direction.

前記第1ラミナ部材4の一方のラミナ2と他方のラミナ3の接合の第1の実施例は、図2に示すように、一方のラミナ2の繊維方向の端面2aと他方のラミナ3の繊維方向の側面3bにそれぞれ対応するフィンガージョイントとなる凹凸形状9を形成したものである。そして、これらをフィンガージョイントとして接合する場合には、凹凸形状9の部分に接着剤を介して重ね合わせるだけでよい。   As shown in FIG. 2, the first embodiment of the joining of one lamina 2 and the other lamina 3 of the first lamina member 4 is a fiber end face 2a of one lamina 2 and fibers of the other lamina 3 as shown in FIG. An uneven shape 9 is formed to be a finger joint corresponding to each of the side surfaces 3b in the direction. And when joining these as a finger joint, it is only necessary to superimpose on the uneven | corrugated shape 9 part via an adhesive agent.

第2の実施例は、図3に示すように、一方のラミナ2の繊維方向の端面2aに傾斜面10を形成し、他方のラミナ3の繊維方向の側面3bに前記傾斜面10と同じ角度である逆傾斜面11を形成して、これら傾斜面10と逆傾斜面11とを接着剤を介して重ね合わせて貼り合わせたものである。第1の実施例と第2の実施例の接合を上下段で異なる接合によるものとしてもよい。上記の第1実施例と第2実施例の2つのラミナの接合は以下に述べる第2の実施形態及び第3の実施形態においても同じである。   In the second embodiment, as shown in FIG. 3, the inclined surface 10 is formed on the end surface 2 a in the fiber direction of one lamina 2, and the same angle as the inclined surface 10 is formed on the side surface 3 b in the fiber direction of the other lamina 3. The reverse inclined surface 11 is formed, and the inclined surface 10 and the reverse inclined surface 11 are overlapped and bonded together with an adhesive. The first embodiment and the second embodiment may be joined by different joints in the upper and lower stages. The joining of the two laminaes in the first and second examples is the same in the second and third embodiments described below.

上記のような第1ラミナ部材4及び第2ラミナ部材5は、結局のところ、一方のラミナ2と他方のラミナ3が同形状、同材質のラミナであれば、第1ラミナ部材4を裏返して90度回転させると第2ラミナ部材5となるので、第1ラミナ部材4のみを生産し、それを上下方向交互に裏表を逆にして90度回転させて接着剤を介在させて重ね合わせて積層し圧力を加えて貼り付けるだけの作業であることから、極めて効率良く生産できる。   After the first lamina member 4 and the second lamina member 5 as described above, if one lamina 2 and the other lamina 3 are the same shape and the same material, the first lamina member 4 is turned over. When rotated 90 degrees, the second lamina member 5 is produced. Therefore, only the first lamina member 4 is produced, and the upper and lower surfaces are alternately turned upside down and rotated 90 degrees to overlap each other with an adhesive interposed therebetween. However, since it is an operation that only applies pressure and pastes, it can be produced very efficiently.

この発明の木質隅角部構造体1の第2の実施形態について、図4に基づいて説明する。この第2の実施形態の木質隅角部構造体1は、T字形の構造体であって、一方のラミナ2は2A,2Bの2枚あってそれぞれの繊維方向の端面2Aa,2Baと他方のラミナ3の繊維方向の2つの相対向する側面3bの端部において略直角に接合している第1ラミナ部材1が最上段に位置し、次に、一方のラミナ2の繊維方向の側面2a中央部分において、他方のラミナ3の繊維方向の端面3aとが略直角に接合する第2ラミナ部材5が第2段目に位置し、以下、これら第1ラミナ部材4及び第2ラミナ部材5が交互に上下方向に接着剤を介して重ね合わせて積層され圧力を加えて接合されてなるものである。図4においては第2ラミナ部材5の接合部分は現われてはいない。すなわち、第1ラミナ部材4と第2ラミナ部材5とは勝ち負けを逆にして交互に重ね合わせて積層され圧力をかけて接合されたものである。ここにおいて、一方のラミナ2と他方のラミナ3は数と長さは第1ラミナ部材4と第2ラミナ部材5において異るが、幅、厚さは同じとしている。   A second embodiment of the woody corner structure 1 of the present invention will be described with reference to FIG. The woody corner structure 1 of the second embodiment is a T-shaped structure, and one lamina 2 has two sheets 2A and 2B, and the end faces 2Aa and 2Ba in the respective fiber directions and the other The first lamina member 1 joined at substantially right angles at the ends of the two opposite side surfaces 3b in the fiber direction of the lamina 3 is positioned at the uppermost stage, and then the center of the side surface 2a in the fiber direction of one lamina 2 In the portion, the second lamina member 5 which is joined to the end surface 3a in the fiber direction of the other lamina 3 at a substantially right angle is located in the second stage, and hereinafter, the first lamina member 4 and the second lamina member 5 are alternately arranged Are stacked in an up-and-down direction with an adhesive, and bonded by applying pressure. In FIG. 4, the joint portion of the second lamina member 5 does not appear. That is, the 1st lamina member 4 and the 2nd lamina member 5 are laminated | stacked by superposing | stacking alternately by reversing victory and defeat, and were joined by applying a pressure. Here, one lamina 2 and the other lamina 3 are different in number and length in the first lamina member 4 and the second lamina member 5, but the width and thickness are the same.

この第2の実施形態の木質隅角部構造体1においては、第1の実施形態と同じように、上下の第1ラミナ部材4と第2ラミナ部材5とが接合した交差部6においては、ラミナの繊維方向が異なっており、且つ、勝ち負けが異なる接合であるので、剛体構造を形成している。そして、この交差積層部7とこの交差積層部7から分岐して直角方向に等間隔に3つの梁継手積層部8とを具備している。   In the woody corner structure 1 of the second embodiment, as in the first embodiment, at the intersection 6 where the upper and lower first lamina members 4 and the second lamina member 5 are joined, Since the fiber directions of the lamina are different and the joints are different in winning and losing, a rigid structure is formed. The cross laminated portion 7 and three beam joint laminated portions 8 branched from the cross laminated portion 7 and equidistant from each other in the perpendicular direction are provided.

この発明の木質隅角部構造体1の第3の実施形態について、図5に基づいて説明する。この第3の実施形態の木質隅角部構造体1は、十字形の構造体であって、最上段に位置している第1ラミナ部材4が一方のラミナ2の2枚2A,2Bとこの一方のラミナ2A,2Bの繊維方向の端面2Aa,2Baが一方のラミナ2より長さが長い1枚の他方のラミナ3の繊維方向の中央部の両側面3bに接合されたものである。又、第2段目に位置する第2ラミナ部材5は、図5には現われていないが、1枚の一方のラミナ2とこの一方のラミナ2の繊維方向の中央部の両側面2bに接合する端面3Ab,3Bbを有する2枚の他方のラミナ3A,3Bである。このような第1ラミナ部材4と第2ラミナ部材5が上下方向に交互に接着剤を介して重ね合わされて圧力をかけて接合されたものである。ここにおいて、第1ラミナ部材4と第2ラミナ部材5とは一方のラミナ2と他方のラミナ3の勝ち負けが異なる接合である。このような接合における交差部6においては、上下のラミナの繊維方向が異なり、且つ、勝ち負けが異なる接合であるから、前記第1、第2の実施形態と同様に剛体構造を形成している。そして、この交差積層部7とこの交差積層部7から分岐して直角方向に等間隔に4つの梁継手積層部8とを具備している。   A third embodiment of the woody corner structure 1 of the present invention will be described with reference to FIG. The woody corner structure 1 according to the third embodiment is a cross-shaped structure, and the first lamina member 4 located at the uppermost stage is composed of two lamina 2 2A and 2B. The end surfaces 2Aa, 2Ba in the fiber direction of one lamina 2A, 2B are joined to the both side surfaces 3b of the central portion in the fiber direction of the other lamina 3 whose length is longer than that of one lamina 2. Further, the second lamina member 5 located in the second stage is not shown in FIG. 5, but is joined to one lamina 2 and both side surfaces 2b of the central portion of the one lamina 2 in the fiber direction. Two other laminaes 3A and 3B having end faces 3Ab and 3Bb. Such a first lamina member 4 and a second lamina member 5 are alternately laminated in the vertical direction via an adhesive and joined by applying pressure. Here, the first lamina member 4 and the second lamina member 5 are joints in which one lamina 2 and the other lamina 3 are different from each other. At the intersection 6 in such joining, since the fiber directions of the upper and lower lamina are different and the winning and losing are different, a rigid structure is formed as in the first and second embodiments. The cross laminated portion 7 and four beam joint laminated portions 8 branched from the cross laminated portion 7 and equidistant from each other in the perpendicular direction are provided.

前記の第1乃至第3実施形態における木質隅角部構造体1の梁継手積層部8と集成材からなる梁部材12との接合例について、図5〜図7に基づいて説明する。この接合例は、図6、図7に示す、接合金具13を用いて行う例であって、接合金具13は取付板13aの両側面から上、中、下段のそれぞれにおいて2本の接合棒13bを突出するように固定されてなる。そして、梁継手積層部8及び梁部材12の端面には、図5、図7に示されるように、前記接合棒13bの取付位置と対応する位置において、この接合棒13bの挿入穴8a,12aが形成されている。接合時にはこの接合金具13を間に挟んで梁継手積層部8の端面に開口している挿入穴8aにまず一方側の接合棒13bを差し込んでから、梁部材12の端面に開口している挿入穴12aに他方側の接合棒13bを挿入することにより行う。挿入の順序は同時でも逆でもよい。挿入に先がけて取付板13aや挿入穴13bに接着剤を塗っておくとより接合強度が向上する。   An example of joining the beam joint laminated portion 8 of the wood corner structure 1 and the beam member 12 made of laminated material in the first to third embodiments will be described with reference to FIGS. This joining example is an example performed using the joining fitting 13 shown in FIGS. 6 and 7, and the joining fitting 13 is provided with two joining rods 13b on each of the upper, middle, and lower stages from both side surfaces of the mounting plate 13a. It is fixed so that it protrudes. Then, as shown in FIGS. 5 and 7, the end surfaces of the beam joint laminated portion 8 and the beam member 12 are inserted into the insertion holes 8a and 12a of the connecting rod 13b at positions corresponding to the mounting positions of the connecting rod 13b. Is formed. At the time of joining, the joining rod 13b is first inserted into the insertion hole 8a opened on the end face of the beam joint laminated portion 8 with the joining fitting 13 interposed therebetween, and then the insertion opened on the end face of the beam member 12 This is done by inserting the other side joining rod 13b into the hole 12a. The order of insertion may be simultaneous or reverse. Prior to insertion, bonding strength is further improved by applying an adhesive to the mounting plate 13a and the insertion hole 13b.

梁継手積層部8と梁部材12の他の接合例について、図8〜図10に基づいて説明する。この接合例は、梁継手積層部8を構成する一方のラミナ2A、2Bの端面2Aa、2Bbを、図8に示すように、第1段面に位置する第1ラミナ部材4と第2段目に位置する第2ラミナ部材5とを交互に長短とし、これを接合する梁部材12の構成するラミナの端面を、図9に示すように、上方から順に逆に短長として、以下の段の双方の積層するラミナも同様に長短を逆にしながら積層することにより、図10に示すように、双方の端面に形成されている凹凸同士を逆にして相向い合わせて接着剤を介して嵌め合わせて固着してなるものである。以上の2例については、T字形の構造体について説明したが、L字形、十字形の構造体における梁部材との接合であっても同様である。又、上記した2例以外の接合であっても良いのは勿論である。   Another example of joining the beam joint laminated portion 8 and the beam member 12 will be described with reference to FIGS. In this joining example, the end surfaces 2Aa and 2Bb of one lamina 2A and 2B constituting the beam joint laminated portion 8 are connected to the first lamina member 4 and the second step as shown in FIG. As shown in FIG. 9, the end faces of the lamina formed by the beam members 12 that are joined to the second lamina member 5 located at the bottom are alternately shortened in order from the top as shown in FIG. By laminating both laminated laminas in the same manner with the lengths reversed, as shown in Fig. 10, the concavities and convexities formed on both end faces are reversed and fitted through an adhesive. It is fixed. In the above two examples, the T-shaped structure has been described, but the same applies to the joining with the beam member in the L-shaped or cross-shaped structure. Of course, bonding other than the two examples described above may be used.

上記した第1乃至第3の実施形態の木質隅角部構造体1を用いて小屋面14を構築する実施例について、図11に基づいて説明する。四角形枠15は四隅のコーナー部に第1の実施形態のL字型の木質隅角部構造体1を4つ配置し、これら4つのL字形の木質隅角部構造体1を梁部材12によって連結したものである。横方向の間隔は長いために、途中に2つの第2の実施形態のT字形の木質隅角部構造体1を介在させており、これらT字形の木質隅角部構造体1は相対向するT字形の木質隅角部構造体1の対応する梁継手積層部8と梁部材12を用いて前記接続金具13で接合している。又、2つの縦方向のL字形の木質隅角部構造体1の梁継手積層部8同士、L字形、T字形の各々の木質隅角部構造体1の梁継手積層部8同士も梁部材12と接合している。更に、四隅のL字形の木質隅角部構造体1は柱16によって支持されると共に、横方向の長い梁部材12の途中も柱16によって支持されている。このようにして形成された小屋面構造は四隅の内側や四角形枠の内部に火打ち、合板等の補強部材が必要でないので、この実施例では吹き抜けとして開放して利用している。 For example to build a shed surface 14 with wood corner structure 1 of the first to third embodiments described above, it will be described with reference to FIG. The quadrangular frame 15 has four L-shaped wooden corner structures 1 of the first embodiment arranged at the corners of the four corners, and these four L-shaped wooden corner structures 1 are formed by beam members 12. Concatenated. Since the distance in the horizontal direction is long, two T-shaped wooden corner structures 1 of the second embodiment are interposed in the middle, and these T-shaped wooden corner structures 1 oppose each other. The joint member 13 is joined using the corresponding beam joint laminated portion 8 and the beam member 12 of the T-shaped wood corner structure 1. Further, two vertical wooden corner structure 1 of beam joint lamination portion 8 to each other L-shaped, L-shaped, T-shaped, each of the wood corners structure 1 of beam joint lamination portion 8 with each other even Beams 12 is joined. Further, the L-shaped woody corner structure 1 of the four corners is supported by the columns 16 and the middle of the long beam member 12 in the lateral direction is also supported by the columns 16. The shed surface structure formed in this way is fired inside the four corners and inside the quadrilateral frame and does not require a reinforcing member such as a plywood.

この木質隅角部構造体1の使用例は上記の小屋面14に限られることなく、他の木造住宅を始めとする建物に広く利用することができる。   The usage example of this wooden corner structure 1 is not limited to the hut surface 14 described above, and can be widely used for buildings including other wooden houses.

1 木質隅角部積層体
2 一方のラミナ
3 他方のラミナ
4 第1ラミナ部材
5 第2ラミナ部材
6 交差部
7 交差積層部
8 梁継手積層部
9 凹凸形状
10 傾斜面
11 逆傾斜面
12 梁部材
13 接合金具
14 小屋面
15 四角形枠
16 柱
DESCRIPTION OF SYMBOLS 1 Wood corner laminated body 2 One lamina 3 The other lamina 4 The 1st lamina member 5 The 2nd lamina member 6 Crossing part 7 Crossing laminated part 8 Beam joint laminated part 9 Concavity and convexity 10 Inclined surface 11 Reversely inclined surface 12 Beam member 13 Joining Bracket 14 Hut Surface 15 Square Frame 16 Pillar

Claims (6)

一方のラミナの繊維方向の端面と前記一方のラミナと他方のラミナの繊維方向の側面とが略直角に接合する第1ラミナ部材と、一方のラミナの繊維方向の側面と前記一方のラミナと他方のラミナの繊維方向の端面とが略直角に接合する第2ラミナ部材とが、上下方向に接着剤を介して貼り合わされて重なり合って積層されて形成された交差積層部と、該交差積層部から分岐して形成された2以上の梁継手積層部とを具備する複数の木質隅角部構造体の前記交差積層部から分岐した前記梁継手積層部同士を梁部材によって相互に連結して四角形枠を構成した梁枠構造体を柱によって支持した小屋面構造であって、
前記木質隅角部構造体は、
前記第1ラミナ部材が前記一方のラミナと前記他方のラミナが共に1枚で、且つ、前記第2ラミナ部材の前記一方のラミナと前記他方のラミナが共に1枚からなるL字形の木質隅角部構造体と、
前記第1ラミナ部材が前記一方のラミナが2枚で前記他方のラミナが1枚からなり、前記第2ラミナ部材が前記一方のラミナ及び前記他方のラミナが共に1枚のラミナからなるT字形の木質隅角部構造体とを有し、
前記四角形枠は、四隅のコーナー部に配置された4つの前記L字形の木質隅角部構造体の前記梁継手積層部同士を前記梁部材によって連結すると共に、相対向する枠それぞれの途中に前記T字形の木質隅角部構造体を前記梁継手積層部と前記梁部材とが接合するように介在させたものであり、相対向する前記T字形の木質隅角部構造体の前記梁継手積層部同士を前記梁部材によって連結したことを特徴とする小屋面構造
A first lamina member in which an end face in the fiber direction of one lamina and a side face in the fiber direction of the one lamina are joined at a substantially right angle; a side face in the fiber direction of one lamina; the one lamina and the other lamina A second lamina member that is joined to the end surface of the lamina in the fiber direction at a substantially right angle, and is laminated by being laminated in an up-down direction with an adhesive, and is laminated to overlap. A rectangular frame formed by connecting the beam joint laminated portions branched from the intersecting laminated portions of a plurality of wooden corner structure structures having two or more beam joint laminated portions formed by branching to each other by beam members Is a shed surface structure that supports the beam frame structure that constitutes
The wooden corner structure is
An L-shaped woody corner angle in which the first lamina member is one for the one lamina and the other lamina, and the one lamina and the other lamina for the second lamina member are both one. Substructure,
The first lamina member has a T-shape in which the one lamina is two and the other lamina is one, and the second lamina member is the one lamina and the other lamina both are one lamina. A wood corner structure,
The rectangular frame connects the beam joint laminated portions of the four L-shaped wooden corner structure structures arranged at the corners of the four corners with the beam member, and in the middle of each of the opposing frames. The T-shaped wood corner structure is interposed so that the beam joint laminate and the beam member are joined, and the beam joint laminate of the T-shaped wood corner structure facing each other. A cabin surface structure characterized in that the parts are connected by the beam member .
前記第1ラミナ部材及び前記第2ラミナ部材における一方のラミナの端面と他方のラミナの側面及び一方のラミナの側面と他方のラミナの端面との接合は、フィンガージョイントによるものであることを特徴とする請求項1に記載の小屋面構造In the first lamina member and the second lamina member, the end surface of one lamina and the side surface of the other lamina and the joining of the side surface of one lamina and the end surface of the other lamina are formed by finger joints. The shed surface structure according to claim 1 . 前記第1ラミナ部材及び前記第2ラミナ部材における前記一方のラミナの端面と前記他方のラミナの側面及び前記一方のラミナの側面と前記他方のラミナの端面との接合は、前記一方のラミナ又は前記他方のラミナの端面に形成した傾斜面と前記他方のラミナ又は前記一方のラミナの側面に形成した逆傾斜面とを接着剤を介して貼り合せたものであることを特徴とする請求項1に記載の小屋面構造The end surfaces of the one lamina and the side surfaces of the other lamina and the side surfaces of the one lamina and the side surfaces of the one lamina and the end surfaces of the other lamina in the first lamina member and the second lamina member, to claim 1, characterized in that in which the other inclined face formed on the end face of the lamina and the other lamina or opposite inclined surface formed on a side surface of said one lamina bonded via an adhesive The shed surface structure described. 前記梁継手積層部と梁部材との接合は、梁継手積層部と梁部材の双方の相対向する端面に差し込む接合棒を取付板の両面に有する接合金具を用いて接合することを特徴とする請求項1乃至3のいずれか一項に記載の小屋面構造。 The beam joint laminated portion and the beam member are joined using a joining metal fitting having joining rods that are inserted into opposite end faces of both the beam joint laminated portion and the beam member. The cabin surface structure according to any one of claims 1 to 3 . 前記梁継手積層部と梁部材との接合は、梁継手積層部と梁部材の相対向する端面においてラミナの長短によって形成された互いの凹凸部同士を逆にして対面させて接着剤を介して嵌め込むことによって接合することを特徴とする請求項1乃至3のいずれか一項に記載の小屋面構造。 The beam joint laminated portion and the beam member are joined to each other through the adhesive by making the concave and convex portions formed by the lengths of the lamina opposite to each other at opposite end faces of the beam joint laminated portion and the beam member. The shed surface structure according to any one of claims 1 to 3, wherein the shed surface structure is joined by fitting. 前記梁枠構造体の柱による支持は、前記木質隅角部構造体の前記交差積層部を支えることを特徴とする請求項1乃至5のいずれか一項に記載の小屋面構造。 The shed surface structure according to any one of claims 1 to 5 , wherein the beam frame structure is supported by the pillars to support the intersecting laminated portion of the wooden corner structure.
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JP2022008273A (en) * 2020-06-25 2022-01-13 デザインアンドイノベーション株式会社 Wood structure junction reinforcement structure
JP7322648B2 (en) 2018-10-02 2023-08-08 株式会社大林組 Column-beam connection structure and column-beam connection method

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JP7322648B2 (en) 2018-10-02 2023-08-08 株式会社大林組 Column-beam connection structure and column-beam connection method
JP2022008273A (en) * 2020-06-25 2022-01-13 デザインアンドイノベーション株式会社 Wood structure junction reinforcement structure
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