JP6484751B1 - Bonded hardware and architectural panels - Google Patents

Bonded hardware and architectural panels Download PDF

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JP6484751B1
JP6484751B1 JP2018209083A JP2018209083A JP6484751B1 JP 6484751 B1 JP6484751 B1 JP 6484751B1 JP 2018209083 A JP2018209083 A JP 2018209083A JP 2018209083 A JP2018209083 A JP 2018209083A JP 6484751 B1 JP6484751 B1 JP 6484751B1
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base
shaft member
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insertion portion
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出 橋詰
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Abstract

【課題】柱材と横架材などの軸材同士を接合する接合金物において、荷重を効果的に分散できるようにして固定強度を高める。【解決手段】軸材の長手方向の端に取り付けられる基部12と、基部12における軸材の端面に当接する当接面12aに設けられて軸材の長手方向に延びる差込部13を備える。基部12に、別体の取り付け部材を挿通する挿通穴12cまたは取付け部材が螺合するねじ穴12bの少なくとも一方を設ける。また基部12は、差込部13の長手方向に沿って隙間をあけて配設された複数枚の支持板14と、差込部13から延設されるとともに差込部13と一体で支持板14間を離間保持する離間保持部15で構成し、差込部13にかかる荷重を複数枚の支持板14に分散させる。【選択図】図1[PROBLEMS] To increase the fixing strength by effectively dispersing a load in a metal joint for joining shaft members such as a column member and a horizontal member. A base portion 12 is attached to a longitudinal end of a shaft member, and an insertion portion 13 is provided on a contact surface 12a that abuts the end surface of the shaft member in the base portion 12 and extends in the longitudinal direction of the shaft member. The base 12 is provided with at least one of an insertion hole 12c through which a separate attachment member is inserted or a screw hole 12b into which the attachment member is screwed. In addition, the base 12 includes a plurality of support plates 14 disposed with a gap along the longitudinal direction of the insertion portion 13, and a support plate that extends from the insertion portion 13 and is integrated with the insertion portion 13. The space 14 is configured by a space holding portion 15 that holds the space 14 apart, and a load applied to the insertion portion 13 is distributed to a plurality of support plates 14. [Selection] Figure 1

Description

この発明は、例えば木造軸組建築物における柱や横架材などの軸材を接合するための接合金物に関する。   The present invention relates to a metal joint for joining shaft members such as columns and horizontal members in a wooden frame building, for example.

接合金物としては、下記特許文献1に開示されたものが知られている。   As a joint metal fitting, what was indicated by the following patent documents 1 is known.

この接合金物は、一枚の金属板で平面視コ字状に形成され、柱の側面に取り付けられる縦長の長方形板状の柱取り付け部片と、柱取り付け部片の左右両側から平行に延びる一対の横架材取り付け部片を有している。柱取り付け部片には、締付けボルトを挿通する透孔が、横架材取り付け部片にはドリフトピンを挿通する透孔が、それぞれ形成されている。接合金物は、柱材取り付け部片が締付けボルトで柱に固定された後、横架材取り付け片部にドリフトピンを用いて横架材の端部が固定される。   The metal joint is formed of a single metal plate in a U-shape in plan view, and is a pair of vertically long rectangular plate-shaped column mounting parts that are attached to the side surfaces of the column, and a pair that extends in parallel from the left and right sides of the column mounting part pieces. It has a horizontal member attachment part piece. A through hole through which the tightening bolt is inserted is formed in the column attaching part piece, and a through hole through which the drift pin is inserted is formed in the horizontal member attaching part piece. In the joint hardware, after the column member mounting portion piece is fixed to the column with the fastening bolt, the end portion of the horizontal member is fixed to the horizontal member mounting piece portion using a drift pin.

このような構成の接合金物では、横架材取り付け部片に掛かる荷重を柱取り付け部片で支持することになるが、前述のように柱取り付け部片は、一枚の板材からなる部位であって、柱の側面に締付けボルトで固定されている。このため、強大な荷重によって例えば柱と横架材との間に相対変位が生じる際には、透孔や締付けボルト部分に荷重が集中して、接合金物の破断や脱落のおそれがある。   In the joint hardware having such a configuration, the load applied to the horizontal member attaching part piece is supported by the pillar attaching part piece. As described above, the column attaching part piece is a part made of a single plate material. And is fixed to the side of the column with tightening bolts. For this reason, when a relative displacement occurs between a column and a horizontal member due to a strong load, for example, the load concentrates on the through hole or the fastening bolt portion, and there is a possibility that the joint hardware is broken or dropped off.

特開2001−271426号公報JP 2001-271426 A

この発明は、荷重を効果的に分散できるようにして固定強度を高めることを主な目的とする。   The main object of the present invention is to increase the fixing strength by effectively dispersing the load.

そのための手段は、木造軸組建築物を構成する線部材と同等の軸材の長手方向の端に取り付けられる基部と、前記基部における前記軸材の端面に当接する当接面に設けられて前記軸材の長手方向に延びる差込部を備え、前記基部に別体の取り付け部材を挿通する挿通穴または前記取り付け部材が螺合するねじ穴の少なくとも一方が設けられ、前記基部が、前記差込部の長手方向に沿って隙間をあけて配設された複数枚の支持板と、前記差込部から延設されるとともに前記差込部と一体で前記支持板間を離間保持する離間保持部で構成され、前記離間保持部に、内部に前記挿通穴または前記ねじ穴を有する筒状の部材が、前記支持板で挟まれた状態で一体に設けられた接合金物である。 Means for that are provided on the base part attached to the end in the longitudinal direction of the shaft member equivalent to the wire member constituting the wooden frame building, and on the contact surface contacting the end surface of the shaft member in the base part, An insertion portion extending in the longitudinal direction of the shaft member is provided, and at least one of an insertion hole for inserting a separate attachment member into the base portion or a screw hole for screwing the attachment member is provided, and the base portion is the insertion portion. A plurality of support plates disposed with a gap along the longitudinal direction of the portion, and a spacing holding portion that extends from the insertion portion and that holds the spacing between the support plates integrally with the insertion portion In this case, the cylindrical member having the insertion hole or the screw hole therein is integrally provided in the spaced holding portion in a state of being sandwiched between the support plates .

この構成では、基部を構成する複数枚の支持板が差込部と一体の離間保持部で離間保持されているため、基部に荷重がかかるときには、荷重は複数枚の支持板を通して分散される。   In this configuration, since the plurality of support plates constituting the base portion are separated and held by the separation holding portion integral with the insertion portion, when a load is applied to the base portion, the load is distributed through the plurality of support plates.

この発明では、基部に複数の支持板を備えたことにより多くの接点を設けることができ、これらの接点を通して荷重が分散されるので、接合金物の固定強度を高めることができる。固定強度を高められることから、固定強度が同程度の接合金物に比べて、接合金物の小型化や簡素化も図れる。   In the present invention, a plurality of contact points can be provided by providing a plurality of support plates in the base, and the load is distributed through these contact points, so that the fixing strength of the joint hardware can be increased. Since the fixing strength can be increased, the joint hardware can be reduced in size and simplified as compared with a joint hardware having the same fixing strength.

引き寄せ接合金物の斜視図。The perspective view of a drawing joining metal fitting. 枠パネルの正面図。The front view of a frame panel. 枠パネルとその使用態様を示す斜視図。The perspective view which shows a frame panel and its usage condition. 枠パネルの使用態様を示す斜視図。The perspective view which shows the usage condition of a frame panel. 引き寄せ接合金物の分解斜視図。The disassembled perspective view of a drawing joining metal fitting. 横軸材及び縦軸材の斜視図。The perspective view of a horizontal-axis material and a vertical-axis material. 引き寄せ接合金物を固定した横軸材または縦軸材の端部の平面図。The top view of the edge part of the horizontal axis | shaft material or the vertical axis | shaft material which fixed the drawing joining metal fitting. 引き寄せ接合金物の斜視図。The perspective view of a drawing joining metal fitting. 枠パネルの一部拡大正面図。The partially expanded front view of a frame panel. コーナ接合金物の斜視図。The perspective view of a corner joining metal fitting. コーナ接合金物の斜視図。The perspective view of a corner joining metal fitting. 軸パネルの正面図。The front view of an axis panel. 軸パネルとその使用態様を示す斜視図。The perspective view which shows an axial panel and its usage condition. 軸パネルの使用態様を示す斜視図。The perspective view which shows the usage condition of an axial panel. コーナ接合金物の分解斜視図。The exploded perspective view of a corner joint metal fitting. 図10のA−A断面図。AA sectional drawing of FIG. コーナ接合金物を固定した軸材の端部の一部断面平面図。The partial cross section top view of the edge part of the shaft material which fixed the corner joint metal fitting. 大型の軸パネルの正面図。The front view of a large-sized shaft panel. 大型の軸パネルの正面図。The front view of a large-sized shaft panel. 大型の軸パネルの正面図。The front view of a large-sized shaft panel. 大型の軸パネルの正面図。The front view of a large-sized shaft panel. 図21に示した大型の軸パネルの接続部分の拡大図。The enlarged view of the connection part of the large sized shaft panel shown in FIG.

この発明の接合金物は、木造軸組建築物を構築するための軸材の接合に使用されるものであり、木造軸組建築物を構成する線部材と同等の軸材の長手方向の端に取り付けられる基部と、基部における軸材の端面に当接する当接面に設けられて軸材の長手方向に延びる差込部を備えている。接合金物の基部の形態や差込部の数などは、適用箇所に応じて適宜設定される。   The metal joint of the present invention is used for joining shaft members for constructing a wooden frame building, and is attached to the end in the longitudinal direction of the shaft member equivalent to the wire member constituting the wooden frame building. A base portion to be attached and an insertion portion provided on a contact surface that contacts the end surface of the shaft member in the base portion and extending in the longitudinal direction of the shaft member are provided. The form of the base of the joint hardware, the number of insertion parts, and the like are appropriately set according to the application location.

前述の軸材とは、軸組を構成する柱や梁、土台などの線部材のほか、このような線部材と材料や断面形状、大きさが同一である部材や、断面形状における縦横の一方が同一で他方が同じ程度の大きさの部材など、線部材に相当する強度を持つ部材を指す。ここでは、軸組を構成する線部材と、その他の同等の部材を総称して軸材という。   In addition to the linear members such as columns, beams, and foundations that make up the shaft assembly, the above-mentioned shaft material is a member that has the same material, cross-sectional shape, and size as that of such a linear member, and one of the vertical and horizontal shapes in the cross-sectional shape. Are members having strength equivalent to that of a wire member, such as members having the same size and the other having the same size. Here, the wire member constituting the shaft assembly and other equivalent members are collectively referred to as a shaft member.

この発明を実施するための一形態を、以下図面を用いて説明する。   An embodiment for carrying out the present invention will be described below with reference to the drawings.

図1に示した接合金物11は、軸材の側面に他の軸材の端面を接合するのに適したものであり、対向部位に引き寄せられる引き寄せ接合金物11aである。   The metal joint 11 shown in FIG. 1 is suitable for joining the end face of another shaft material to the side surface of the shaft material, and is a drawing metal fitting 11a that is attracted to the opposing portion.

図2は、その引き寄せ接合金物11aを用いた建築用パネル51の一例を示す正面図である。引き寄せ接合金物11aは、軸材の端部に全体が埋設された状態で内蔵されて、軸材の接合に供される。   FIG. 2 is a front view showing an example of a building panel 51 using the draw-joint hardware 11a. The draw-joint hardware 11a is built in a state where the whole is embedded in the end portion of the shaft member, and is used for joining the shaft member.

まずに、建築用パネル51について説明し、続いて引き寄せ接合金物11aについて説明する。   First, the building panel 51 will be described, and then the draw-in joint hardware 11a will be described.

図2に示した建築用パネル51は、木造軸組建築物を構成するためのものであり、より詳しくは、木造軸組建築物を構築したときに耐力壁を構成できる耐力パネルとして使用されるものである。この建築用パネル51は、当該建築用パネル51の外周に位置する外周フレーム52と、外周フレーム52の内側で水平方向に延びる水平補強部53と、外周フレーム52の内側で水平補強部53を支える垂直補強部54を有している。   The building panel 51 shown in FIG. 2 is for constituting a wooden frame building, and more specifically, used as a load bearing panel that can constitute a load bearing wall when a wooden frame building is constructed. Is. The building panel 51 supports an outer peripheral frame 52 positioned on the outer periphery of the building panel 51, a horizontal reinforcing portion 53 extending in the horizontal direction inside the outer peripheral frame 52, and a horizontal reinforcing portion 53 inside the outer peripheral frame 52. A vertical reinforcing portion 54 is provided.

水平補強部53は、木造軸組建築物の軸組を構成する線部材81(図3参照)と同等の軸材からなり横に延びる横軸材55と、横軸材55と外周フレーム52の対向部位との間に保持される面材56で構成されている。垂直補強部54は、軸組を構成する線部材81(図3参照)と同等の軸材からなり縦に延びる縦軸材57と、縦軸材57と外周フレーム52の対向部位との間に保持される面材58で構成されている。   The horizontal reinforcing portion 53 includes a horizontal shaft member 55 made of a shaft member equivalent to the wire member 81 (see FIG. 3) constituting the shaft member of the wooden frame building, and extends horizontally, and the horizontal shaft member 55 and the outer frame 52. It is comprised with the face material 56 hold | maintained between opposing parts. The vertical reinforcing portion 54 is made of a shaft material equivalent to the wire member 81 (see FIG. 3) constituting the shaft set and extends vertically, and between the vertical material 57 and the facing portion of the outer peripheral frame 52. It is comprised by the face material 58 hold | maintained.

この建築用パネル51は、外周フレーム52が、軸組を構成する線部材81よりも細い枠材59からなり、外周フレーム52が軸組を構成する線部材81の間に嵌め込まれる枠パネル51aである(図3、図4参照)。枠材59は、線部材81の半分以下の太さであり、具体的には、断面形状の縦横の一方が同一で、他方が半分以下の大きさである。数値をあげると、線部材81が縦横105mmである場合に、枠材59の断面形状は縦105mmで、横が例えば27mm程度に設定される。   This building panel 51 is a frame panel 51a in which the outer peripheral frame 52 is made of a frame material 59 that is thinner than the wire member 81 that constitutes the shaft assembly, and the outer frame 52 is fitted between the line members 81 that constitute the shaft assembly. (See FIGS. 3 and 4). The frame member 59 has a thickness that is less than or equal to half that of the wire member 81. Specifically, one of the vertical and horizontal cross-sectional shapes is the same, and the other is less than half the size. As a numerical value, when the line member 81 is 105 mm in length and width, the cross-sectional shape of the frame member 59 is set to 105 mm in length and the width is set to about 27 mm, for example.

建築用パネル51の一例としての、図2に示した枠パネル51aにおける外周フレーム52は、4本の枠材59で構成されている。これらの枠材59は、左右両位置で上下に延びる2本の縦枠材59aと、上で左右に延びる上枠材59b、下で左右に延びる下枠材59cである。枠パネル51aの枠材59は、長手方向の端部を互いに重ね合わせて固定されている。   As an example of the building panel 51, the outer peripheral frame 52 in the frame panel 51 a shown in FIG. 2 is composed of four frame members 59. These frame members 59 are two vertical frame members 59a that extend vertically at both left and right positions, an upper frame member 59b that extends left and right above, and a lower frame member 59c that extends left and right below. The frame member 59 of the frame panel 51a is fixed with the end portions in the longitudinal direction overlapping each other.

水平補強部53は、縦枠材59aの上部位置で上枠材59bと平行に延びる前述の横軸材55と、この横軸材55と上枠材59bとの間に保持された前述の面材56と、横軸材55と上枠材59bの長手方向の中間位置でこれらの間をつなぐ束材61で構成されている。横軸材55の長さは、縦枠材59a間にかけ渡される長さであって、水平補強部53は、外周フレーム52内の幅全体にわたって形成されている。   The horizontal reinforcing portion 53 includes the above-described horizontal shaft member 55 extending in parallel with the upper frame member 59b at the upper position of the vertical frame member 59a, and the above-described surface held between the horizontal shaft member 55 and the upper frame member 59b. It consists of a material 56 and a bundle material 61 that connects the horizontal shaft material 55 and the upper frame material 59b in the middle in the longitudinal direction. The length of the horizontal shaft member 55 is the length spanned between the vertical frame members 59a, and the horizontal reinforcing portion 53 is formed over the entire width in the outer peripheral frame 52.

束材61の断面形状とその大きさは、横軸材55と同じである。備える束材61の本数と間隔は、横軸材55の長さに応じて適宜設定される。水平補強部53の高さ、つまり上枠材59bと横軸材55との間隔も適宜設定し得る。   The cross-sectional shape and the size of the bundle material 61 are the same as those of the horizontal shaft material 55. The number and interval of the bundle members 61 provided are appropriately set according to the length of the horizontal shaft member 55. The height of the horizontal reinforcing portion 53, that is, the interval between the upper frame member 59b and the horizontal shaft member 55 can be set as appropriate.

左右の縦枠材59aと上枠材59bの内周側の面における奥行き方向の中間位置には、面材56の外周縁を嵌め込む溝(図示せず)が形成されている。面材56には構造用合板が使用でき、面材56の厚さは内周側の面に収まる厚さであり、例えば105mmの内側面に対して9mm程度に設定されるとよい。   A groove (not shown) for fitting the outer peripheral edge of the face member 56 is formed at an intermediate position in the depth direction on the inner peripheral side surfaces of the left and right vertical frame members 59a and the upper frame member 59b. A structural plywood can be used for the face material 56, and the thickness of the face material 56 is a thickness that fits on the inner peripheral surface, and is preferably set to about 9 mm with respect to the inner surface of 105 mm, for example.

面材56における束材61の左右両側面と横軸材55の上面に対向する外周縁には、これらに当接する当接面部56aが形成されている。換言すれば、面材56の大きさは、上枠材59bと縦枠材59aに対向する外周縁が溝に嵌るとともに、束材61の左右両側面と横軸材55の上面に対向する端面がこれらに接する大きさに設定されている。このような面材56の束材61や横軸材55に対する保持は、面材56の表裏両面を挟む挟持材62で行われる。つまり、当接面部56aを挟持材62で挟み付けるとともに、挟持材62は束材61や横軸材55に対して固定される。挟持材62の固定は、図示しない釘やねじ等で行われる。   On the outer peripheral edge of the face material 56 facing both the left and right side surfaces of the bundle material 61 and the upper surface of the horizontal shaft material 55, contact surface portions 56a that contact these are formed. In other words, the size of the face material 56 is such that the outer peripheral edge facing the upper frame material 59b and the vertical frame material 59a fits in the groove, and the end face facing the left and right side surfaces of the bundle material 61 and the upper surface of the horizontal shaft material 55. Is set to a size in contact with these. The holding of the face material 56 to the bundle material 61 and the horizontal shaft material 55 is performed by a sandwiching material 62 that sandwiches both the front and back surfaces of the face material 56. That is, the abutting surface portion 56 a is clamped by the clamping material 62 and the clamping material 62 is fixed to the bundle material 61 and the horizontal shaft material 55. The clamping member 62 is fixed by a nail, a screw or the like (not shown).

束材61の断面形状における中央に対応する部位には、上枠材59bから横軸材55にかけてボルト63が串刺し状態に挿入されて、上枠材59bと束材61と横軸材55が結合一体化されている。   A bolt 63 is inserted in a skewered state from the upper frame member 59b to the horizontal shaft member 55 in a portion corresponding to the center in the cross-sectional shape of the bundle member 61, and the upper frame member 59b, the bundle member 61, and the horizontal shaft member 55 are coupled. It is integrated.

水平補強部53における横軸材55の長手方向の両端部に、対向部位である縦枠材59aに引き寄せられる前述の引き寄せ接合金物11aが内蔵されている。   In the horizontal reinforcing portion 53, the above-described attracting joint 11 a that is attracted to the vertical frame material 59 a that is the opposite portion is built in both ends of the horizontal shaft member 55 in the longitudinal direction.

垂直補強部54は、水平補強部53を下から支えるものであり、枠パネル51aにおる左右方向の一方に形成されている。具体的には図2の垂直補強部54は、図面左側に形成されており、縦枠材59aと平行に延びて横軸材55と下枠材59cとの間に介在する縦軸材57と、この縦軸材57と縦枠材59aとの間に保持された面材58で構成されている。垂直補強部54は縦軸材57のみで構成することもできる。このような垂直補強部54の基本的な構成は、水平補強部53と同じであるので、詳しい説明を省略する。垂直補強部54の幅、つまり縦枠材59aと縦軸材57との間隔は適宜設定し得ることも、水平補強部53の場合と同じである。   The vertical reinforcing portion 54 supports the horizontal reinforcing portion 53 from below, and is formed on one side in the left-right direction of the frame panel 51a. Specifically, the vertical reinforcing portion 54 in FIG. 2 is formed on the left side of the drawing, and extends in parallel with the vertical frame member 59a, and the vertical axis member 57 interposed between the horizontal shaft member 55 and the lower frame member 59c. The surface material 58 is held between the vertical axis member 57 and the vertical frame member 59a. The vertical reinforcing portion 54 can also be constituted by the longitudinal axis member 57 alone. Since the basic configuration of the vertical reinforcing portion 54 is the same as that of the horizontal reinforcing portion 53, detailed description thereof is omitted. The width of the vertical reinforcing portion 54, that is, the interval between the vertical frame member 59 a and the vertical axis member 57 can be set as appropriate, as in the case of the horizontal reinforcing portion 53.

ただし、水平補強部53の長手方向が水平方向であるのに対して、垂直補強部54の長手方向が垂直方向であるので、水平補強部53の束材61に代えて、貫材64を備えている。名称と向きが異なるだけで、貫材64の構成は束材61と同じである。図2の例では、ボルトを描いていないが、ボルト(図示せず)を用いて縦枠材59aと貫材64と縦軸材57を一体化してもよい。図中、65は挟持材である。   However, since the longitudinal direction of the horizontal reinforcement portion 53 is the horizontal direction, whereas the longitudinal direction of the vertical reinforcement portion 54 is the vertical direction, a penetrating material 64 is provided instead of the bundle member 61 of the horizontal reinforcement portion 53. ing. The structure of the penetrating material 64 is the same as that of the bundle material 61 except that the name and direction are different. In the example of FIG. 2, bolts are not drawn, but the vertical frame member 59a, the penetrating member 64, and the longitudinal member 57 may be integrated using bolts (not shown). In the figure, 65 is a sandwiching material.

縦軸材57の端にも、水平補強部53の横軸材55の場合と同様に、対向部位に引き寄せられる前述の引き寄せ接合金物11aが内蔵される。それら引き寄せ接合金物11aのうち、横軸材55に接する側に内蔵される引き寄せ接合金物11aには、横軸材55に挿入されたボルト66が螺合され、縦軸材57と横軸材55が直交した状態で固定される。   Similarly to the case of the horizontal shaft member 55 of the horizontal reinforcing portion 53, the above-described attracted joint metal 11 a that is attracted to the facing portion is also built in the end of the vertical member 57. Among these drawing joints 11a, a bolt 66 inserted into the horizontal shaft member 55 is screwed into the drawing joint 11a built in the side in contact with the horizontal shaft member 55, and the vertical shaft member 57 and the horizontal shaft member 55 are screwed together. Are fixed in an orthogonal state.

また、図2の枠パネル51aは、上下方向(縦方向)の中間部に開口部67を有している。開口部67を形成する開口部形成位置の上端位置と下端位置には、水平方向に延びる水平材68が架設される。上端位置の水平材68と横軸材55の間と、下端位置の水平材68と下の下枠材59cの間には、縦に延びる間柱材69が適宜備えられる。   Moreover, the frame panel 51a of FIG. 2 has the opening part 67 in the intermediate part of the up-down direction (vertical direction). Horizontal members 68 extending in the horizontal direction are installed at the upper end position and the lower end position of the opening forming position for forming the opening 67. Between the horizontal member 68 at the upper end position and the horizontal shaft member 55, and between the horizontal member 68 at the lower end position and the lower lower frame member 59c, a vertical column member 69 is provided as appropriate.

さらに、横軸材55と縦軸材57と縦枠材59aと下枠材59cで構成される方形の四隅部分には、必要に応じて補強材70が固定される。補強材70は、横軸材55、縦軸材57、縦枠材59aまたは下枠材59cの内側面に固定されるとともに互いに直角に組まれる2枚の基板70aと、基板70aの面方向と直交する方向に広がって基板70aの内側面間に固定される角度保持材70bで構成されている。角度保持材70bは、直角をなす直角部を有しており、直角部が基板70a同士の接合部分に固定されている。   Further, reinforcing members 70 are fixed to the four corners of the square formed by the horizontal shaft member 55, the vertical shaft member 57, the vertical frame member 59a, and the lower frame member 59c as necessary. The reinforcing member 70 is fixed to the inner surface of the horizontal shaft member 55, the vertical member 57, the vertical frame member 59a or the lower frame member 59c and is assembled at right angles to each other, and the surface direction of the substrate 70a. It is composed of an angle holding member 70b that spreads in the orthogonal direction and is fixed between the inner side surfaces of the substrate 70a. The angle holding member 70b has a right-angled portion that forms a right angle, and the right-angled portion is fixed to a joint portion between the substrates 70a.

つづいて、前述の引き寄せ接合金物11aについて説明する。引き寄せ接合金物11aは、前述のように対向部位に引き寄せられるものであり、図5にその分解斜視図を示す。   It continues and demonstrates the above-mentioned attracting | attaching metal fitting 11a. The attracting metal fitting 11a is attracted to the facing portion as described above, and FIG. 5 shows an exploded perspective view thereof.

図1、図5に示したように、引き寄せ接合金物11aは、横軸材55や縦軸材57の長手方向の端に取り付けられる基部12と、基部12における横軸材55や縦軸材57の端面に当接する当接面12aに設けられて横軸材55や縦軸材57の長手方向に延びる差込部13を備えている。基部12には、別体の取り付け部材を挿通する挿通穴と取り付け部材が螺合するねじ穴が設けられる。取り付け部材とは、目的に応じて取り付けられる部材であり、取り付け部材としては、例えば結合のためのボルトなどがある。また基部12は、差込部13の長手方向に沿って隙間をあけて配設された複数枚の支持板14と、差込部13から延設されるとともに差込部13と一体で支持板14間を離間保持する離間保持部15で構成されている。   As shown in FIGS. 1 and 5, the draw-joint hardware 11 a includes a base 12 attached to the longitudinal end of the horizontal shaft member 55 and the vertical member 57, and the horizontal shaft member 55 and the vertical member 57 of the base member 12. The insertion portion 13 is provided on the abutting surface 12 a that abuts the end surface of the horizontal axis member 55 and extends in the longitudinal direction of the horizontal axis member 55 and the vertical axis member 57. The base 12 is provided with an insertion hole for inserting a separate attachment member and a screw hole for screwing the attachment member. An attachment member is a member attached according to the objective, and there exist a bolt etc. for a coupling as an attachment member, for example. In addition, the base 12 includes a plurality of support plates 14 disposed with a gap along the longitudinal direction of the insertion portion 13, and a support plate that extends from the insertion portion 13 and is integrated with the insertion portion 13. It is configured by a separation holding portion 15 that holds and keeps 14 apart.

具体的には、引き寄せ接合金物11aの差込部13と離間保持部15は一枚の金属板16で構成されており、差込部13は横軸材55や縦軸材57の内部に収まる大きさで適宜形状をなす板状である。図1、図5、図6に示す例では、差込部13は略三角形状である。差込部13には、横軸材55や縦軸材57との結合のためのドリフトピン17(図6参照)を挿入するための貫通穴13aが形成されている。貫通穴13aの数や配置は、差込部13の形状や大きさに応じして適宜設定される。なお、差込部13は、前述のような板状ではなく、たとえば筒状などの立体形状であってもよい。   Specifically, the insertion part 13 and the separation holding part 15 of the drawing joint 11a are constituted by a single metal plate 16, and the insertion part 13 fits inside the horizontal shaft member 55 or the vertical member 57. It is a plate shape that is appropriately shaped in size. In the example shown in FIGS. 1, 5, and 6, the insertion portion 13 has a substantially triangular shape. The insertion portion 13 is formed with a through hole 13a for inserting a drift pin 17 (see FIG. 6) for coupling with the horizontal shaft member 55 and the vertical shaft member 57. The number and arrangement of the through holes 13 a are appropriately set according to the shape and size of the insertion portion 13. In addition, the insertion part 13 may be three-dimensional shapes, such as a cylinder shape, instead of the plate shape as mentioned above.

差込部13における離間保持部15に寄った部位における中央位置には、離間保持部15の端から入り込む切り欠き部13bが形成されている。切り欠き部13bは、取り付け部材の存在を許容するためもの部分であり、切り欠き部13bの形状は適宜設定される。図1、図2、図5、図6に示す例の切り欠き部13bは、半長円形状である。   A cutout portion 13 b that enters from the end of the separation holding portion 15 is formed at a central position in a portion of the insertion portion 13 that is close to the separation holding portion 15. The notch 13b is a part for allowing the attachment member to exist, and the shape of the notch 13b is appropriately set. The cutout portion 13b shown in FIGS. 1, 2, 5, and 6 has a semi-oval shape.

差込部13と一体の離間保持部15は、外側縁に形成された2つの段差部15a,15bを有する。内側には、切り欠き部13bから連続してナット18を保持するナット保持空間15cを有する。ナット18は、前述したねじ穴を設けるための部材であり、ナット18の内部のねじ穴18aが、基部12のねじ穴12bとなる。   The separation holding part 15 integrated with the insertion part 13 has two step parts 15a and 15b formed on the outer edge. Inside, there is a nut holding space 15c that holds the nut 18 continuously from the notch 13b. The nut 18 is a member for providing the aforementioned screw hole, and the screw hole 18 a inside the nut 18 becomes the screw hole 12 b of the base 12.

基部12を構成する支持板14は、前述の段差部15a,15bの数と同じ2枚であり、支持板14の形状は長方形板状である。基部12の当接面12aの大きさ、換言すれば支持板14の大きさは、横軸材55や縦軸材57の断面形状よりも小さく形成されている。具体的には、支持板14の長辺の長さが横軸材55や縦軸材57の対応する部位の長さと同じであり、短辺の長さが横軸材55や縦軸材57の対応する部位の長さよりも短い。2枚の支持板14は、差込部13に近い側に位置して前述の当接面12aを有することになる一方の支持板14aと、横軸材55や縦軸材57の最も外側に位置する外側端面55a,57aと面一または面一よりも若干奥まって位置することになる他方の支持板14bである。   The support plates 14 constituting the base portion 12 are the same two as the number of the step portions 15a and 15b described above, and the shape of the support plate 14 is a rectangular plate shape. The size of the contact surface 12 a of the base portion 12, in other words, the size of the support plate 14 is formed smaller than the cross-sectional shape of the horizontal shaft member 55 and the vertical member 57. Specifically, the length of the long side of the support plate 14 is the same as the length of the corresponding portion of the horizontal axis member 55 or the vertical axis member 57, and the length of the short side is the horizontal axis member 55 or the vertical axis member 57. Shorter than the length of the corresponding part. The two support plates 14 are positioned on the side close to the insertion portion 13 and are disposed on the outermost side of the one support plate 14a having the abutting surface 12a and the horizontal shaft member 55 or the vertical member 57. This is the other support plate 14b that is positioned flush with the outer end faces 55a, 57a that are positioned or slightly deeper than the same level.

一方の支持板14aと他方の支持板14bの中央には、前述のナット18のねじ穴18aに対応する貫通穴19が形成されており、貫通穴19よりも外側であって長辺に沿って並ぶ両位置に、段差部15a,15bが嵌る大きさのスリット状の挿通溝20が形成されている。一方の支持板14aの挿通溝20のほうが、他方の支持板14bの挿通溝20よりも段差部15a,15bの段差分長く形成されている。   A through hole 19 corresponding to the screw hole 18a of the nut 18 is formed at the center of the one support plate 14a and the other support plate 14b, and is located outside the through hole 19 and along the long side. A slit-like insertion groove 20 having a size to fit the step portions 15a and 15b is formed at both positions. The insertion groove 20 of one support plate 14a is formed longer than the insertion groove 20 of the other support plate 14b by the stepped portions 15a and 15b.

ナット18のねじ穴18aが、基部12における前述のねじ穴12bになり、各支持板14a,14bに形成された貫通穴19が、基部12における前述の挿通穴12cになる。   The screw hole 18a of the nut 18 becomes the aforementioned screw hole 12b in the base portion 12, and the through hole 19 formed in each of the support plates 14a and 14b becomes the aforementioned insertion hole 12c in the base portion 12.

支持板14を備えた基部12の大きさは、横軸材55や縦軸材57の長手方向の端に対して相対変位不可に埋設される大きさに設定される。すなわち、引き寄せ接合金物11aを内蔵した横軸材55と縦軸材57の端部の平面図である図7に示したように、基部12は横軸材55と縦軸材57の端部に形成された座彫り部55b,57bに嵌合対応する大きさである。言い換えれば、支持板14の幅は座彫り部55b,57bの幅に嵌合対応する大きさである。   The size of the base 12 provided with the support plate 14 is set to a size that is embedded so as not to be displaced relative to the longitudinal ends of the horizontal shaft member 55 and the vertical member 57. That is, as shown in FIG. 7 which is a plan view of the end portions of the horizontal shaft member 55 and the vertical shaft member 57 incorporating the attracting joint 11a, the base 12 is located at the end portions of the horizontal shaft member 55 and the vertical member 57. It is a size corresponding to fitting to the formed seat carved portions 55b and 57b. In other words, the width of the support plate 14 is a size corresponding to the width of the seat carved portions 55b and 57b.

なお、座彫り部55b,57bの内部には、外側端面55a,57aと平行な内側端面55c,57cが形成されており、この内側端面55c,57cが、基部12の当接面12a、つまり一方の支持板14aの差込部13側の面が当たる端面である。平行に並ぶ2枚の支持板14a,14bの外側縁は、座彫り部55b,57bの内部の側面に接触している。   Inner end surfaces 55c and 57c parallel to the outer end surfaces 55a and 57a are formed inside the seat carved portions 55b and 57b, and the inner end surfaces 55c and 57c are the contact surfaces 12a of the base portion 12, that is, one of them. It is an end surface which the surface by the side of the insertion part 13 of the support plate 14a contacts. The outer edges of the two support plates 14a and 14b arranged in parallel are in contact with the inner side surfaces of the seat carved portions 55b and 57b.

差込部13及び離間保持部15を有する金属板16aと、ナット18と、2枚の支持板14は、溶接等により結合一体化される。   The metal plate 16a having the insertion portion 13 and the separation holding portion 15, the nut 18, and the two support plates 14 are combined and integrated by welding or the like.

引き寄せ接合金物11aは、前述のナット18に代えて図8に示したように筒部材21を固定して、基部12に挿通穴12cのみを備えたものとしてもよい。また、図示は省略するが、支持板14にもねじ穴を設けてねじ穴のみを備えた基部12を形成することもできる。   As shown in FIG. 8, the draw-joint metal part 11 a may be provided with only the insertion hole 12 c in the base part 12 by fixing the tubular member 21 as shown in FIG. 8. Although not shown, the support plate 14 can also be provided with screw holes to form the base 12 having only screw holes.

以上のように構成された引き寄せ接合金物11aは、例えば横軸材55や縦軸材57の端部の座彫り部55b,57bに嵌め込んでから、差込部13の貫通穴13aにドリフトピン17を差し込んで横軸材55や縦軸材57に対して固定したのち(図7参照)、その横軸材55や縦軸材57内の引き寄せ接合金物11aのねじ穴12bにボルト66を螺合して引き付けて、横軸材55や縦軸材57の接合を行う。接合の手順は前述とは逆でもよい。   The draw joint 11a configured as described above is fitted into the recessed portions 55b and 57b at the ends of the horizontal shaft member 55 and the vertical member 57, for example, and then the drift pin is inserted into the through hole 13a of the insertion portion 13. 17 is inserted and fixed to the horizontal shaft member 55 and the vertical member 57 (see FIG. 7), and then a bolt 66 is screwed into the screw hole 12b of the drawing joint 11a in the horizontal shaft member 55 or the vertical member 57. The horizontal shaft member 55 and the vertical member 57 are joined together. The joining procedure may be reversed from the above.

すると、図9に示したように、横軸材55や縦軸材57の端部がボルト66を挿通した枠材59や横軸材55に向けて引き付けられることになる。   Then, as shown in FIG. 9, the end portions of the horizontal shaft member 55 and the vertical shaft member 57 are attracted toward the frame member 59 and the horizontal shaft member 55 through which the bolts 66 are inserted.

このような接合状態において、基部12を構成する2枚の支持板14が差込部13と一体の離間保持部15で離間保持されており、基部12にかかる荷重は、離間保持部15を介して2枚の支持板14に分散される。しかも、2枚の支持板14は離間保持部15で間隔をあけて保持されているので、荷重の分散が良好に行える。   In such a joined state, the two support plates 14 constituting the base portion 12 are separated and held by the separation holding portion 15 integral with the insertion portion 13, and the load applied to the base portion 12 is passed through the separation holding portion 15. The two support plates 14 are dispersed. In addition, since the two support plates 14 are held at a distance by the spacing and holding portion 15, the load can be distributed well.

このため、過大な負荷が局所的にかかることを抑制し、引き寄せ接合金物11aの固定強度を高めることができる。また、固定強度を高められるので、固定強度が同程度の接合金物に比べて、引き寄せ接合金物11aの小型化や簡素化を図ることができる。さらに、小型化を図れる引き寄せ接合金物11aは、全体が横軸材55や縦軸材57に埋設される構成であるので、横軸材55や縦軸材57内に隠ぺいすることも可能である。   For this reason, it can suppress that an excessive load is applied locally and can raise the fixed intensity | strength of the attracting | attaching metal fitting 11a. In addition, since the fixing strength can be increased, it is possible to reduce the size and simplification of the attracting joint 11a as compared with the joint having the same fixing strength. Further, the drawing joint 11a that can be reduced in size is configured so as to be entirely embedded in the horizontal shaft member 55 and the vertical member 57, and therefore can be concealed in the horizontal shaft member 55 and the vertical member 57. .

前述した構成の建築用パネル51としての枠パネル51aでは、上端部に備えられた水平補強部53が、横軸材55と面材56とによりせん断や曲げに対する耐力を発揮し、垂直補強部54が水平補強部53を支えて、柱にかかる負担を軽減する。このため、木造軸組建築物を構築した場合に強度の高い耐力壁を構成することができる。このような有用な枠パネル51aの横軸材55と縦軸材57を、前述したように固定強度高い引き寄せ接合金物11aで接合するので、枠パネル51aをより良いものとすることができる。   In the frame panel 51a as the building panel 51 having the above-described configuration, the horizontal reinforcing portion 53 provided at the upper end portion exhibits the resistance to shearing and bending by the horizontal shaft member 55 and the face member 56, and the vertical reinforcing portion 54 is provided. Supports the horizontal reinforcing portion 53 and reduces the burden on the pillar. For this reason, when a wooden frame building is constructed, a high strength bearing wall can be formed. Since the horizontal axis member 55 and the vertical axis member 57 of such a useful frame panel 51a are joined by the draw joint 11a having a high fixed strength as described above, the frame panel 51a can be improved.

以上説明した引き寄せ接合金物11aは、外周フレーム52が線部材81よりも強度の低い枠材59からなる建築用パネル51としての枠パネル51aの軸材(横軸材55、縦軸材57)の接合に適したものであるが、これは、軸組の線部材81同士の接合にも使用できる。   The draw joint 11a described above is a shaft member (horizontal shaft member 55, vertical member 57) of the frame panel 51a as the building panel 51 in which the outer peripheral frame 52 is composed of the frame member 59 having a strength lower than that of the wire member 81. Although it is suitable for joining, it can also be used for joining the wire members 81 of the shaft set.

このように、建築用パネル51の形成のほか、軸組の線部材81同士の接合にも好適に使用できる接合金物11の他の例を、次に説明する。次に説明する接合金物11は1個で3本以上の軸材を接続できるものである。   Thus, other than the formation of the building panel 51, another example of the joint hardware 11 that can be suitably used for joining the wire members 81 of the shaft group will be described below. Next, one metal joint 11 described below can connect three or more shaft members.

図10、図11に、その接合金物11の斜視図を示す。この接合金物11は、建築用パネル51の形成においては、図12に示したような軸パネル51bの形成に用いられる。軸パネル51bは、前述した外周フレーム52として、線部材81に相当する強度を有する軸材71を備えた軸パネル51bであり、接合金物11は、軸パネル51bの角部に設けられるコーナ接合金物11bである。   10 and 11 are perspective views of the metal joint 11. In the formation of the building panel 51, the metal joint 11 is used to form the shaft panel 51b as shown in FIG. The shaft panel 51b is a shaft panel 51b provided with a shaft member 71 having a strength corresponding to that of the wire member 81 as the outer peripheral frame 52 described above, and the joint metal 11 is a corner joint metal provided at a corner of the shaft panel 51b. 11b.

軸パネル51bは、外周フレーム52が、軸組を構成する線部材81と同等の軸材71からなり、外周フレーム52が軸組を構成する線部材81として組み立てられる構成である(図13、図14参照)。つまり、軸材71は、木造軸組建築物が構築されるとその木造軸組建築物の線部材81となる。軸材71は、線部材81と同等の太さであり、具体的には、断面形状の縦横の大きさが同一、または縦横の一方が同一で他方が同じ程度の大きさである。数値をあげると、柱や土台として用いられる線部材81が縦横105mmであり、梁として用いられる線部材が縦横120mm×105mmである場合に、軸材71の断面形状は縦横105mmに設定される。   The shaft panel 51b has a configuration in which the outer peripheral frame 52 is composed of a shaft member 71 equivalent to the wire member 81 constituting the shaft assembly, and the outer peripheral frame 52 is assembled as the line member 81 constituting the shaft assembly (FIG. 13, FIG. 14). That is, the shaft 71 becomes a line member 81 of the wooden frame building when the wooden frame building is constructed. The shaft member 71 has the same thickness as the wire member 81. Specifically, the cross-sectional shape has the same vertical and horizontal sizes, or one of the vertical and horizontal sides is the same and the other has the same size. In terms of numerical values, when the linear member 81 used as a pillar or foundation is 105 mm in length and width and the linear member used as a beam is 120 mm × 105 mm in length and width, the cross-sectional shape of the shaft member 71 is set to 105 mm in length and width.

図13の軸パネル51bにおける外周フレーム52は、あらかじめ全周に形成される場合には、4本の軸材71と4隅のコーナ接合金物11bで構成される。換言すれば、軸パネル51bは、4本の軸材71と4隅のコーナ接合金物11bのうちの少なくとも一つの部材を外周にあらかじめ備えている。外周フレーム52が初めから全周に形成されるものではない場合には、軸材71とコーナ接合金物11bが、隣接する軸パネル51b間で互いに補完しあうように配設されることになる。   When the outer peripheral frame 52 in the shaft panel 51b of FIG. 13 is formed all around in advance, the outer peripheral frame 52 is constituted by four shaft members 71 and four corner joint metal fittings 11b. In other words, the shaft panel 51b is provided with at least one member of the four shaft members 71 and the four corner joint metal fittings 11b on the outer periphery in advance. When the outer peripheral frame 52 is not formed on the entire periphery from the beginning, the shaft member 71 and the corner metal fitting 11b are disposed so as to complement each other between the adjacent shaft panels 51b.

4本の軸材71は、左右両位置で上下に延びる2本の縦軸材71aと、上で左右に延びる上軸材71b、下で左右に延びる下軸材71cである。各軸材71は、端部の角が互いに接して端部が互いに重なり合わない長さに設定されている。コーナ接合金物11bは、前述のような長さの軸材71により生じる角を埋めるように軸材71の直角をなす端面同士を接合するものである。また、コーナ接合金物11bは、隣り合う軸パネル51b同士を接合する機能も有している。   The four shaft members 71 are two longitudinal members 71a extending vertically at both left and right positions, an upper shaft member 71b extending left and right above, and a lower shaft member 71c extending left and right below. Each shaft member 71 is set to such a length that the corners of the end portions are in contact with each other and the end portions do not overlap each other. The corner metal fitting 11b joins the end faces forming a right angle of the shaft member 71 so as to fill the corner generated by the shaft member 71 having the length as described above. The corner joint hardware 11b also has a function of joining adjacent shaft panels 51b.

図12の軸パネル51bは、それぞれ外周フレーム52の太さが異なるだけで、その他の部位は図2の枠パネル51aと同じ構成である。つまり、図12の軸パネル51bにおける外周フレーム52に囲まれた部分の構成は、図2の枠パネル51aのそれと同一である。   The shaft panel 51b in FIG. 12 has the same configuration as the frame panel 51a in FIG. 2 except for the thickness of the outer peripheral frame 52. That is, the configuration of the portion surrounded by the outer peripheral frame 52 in the shaft panel 51b in FIG. 12 is the same as that of the frame panel 51a in FIG.

なお、図12に例示した軸パネル51bは、厳密にいえば、図2の枠パネル51aについて外周フレーム52も含めたすべての部分を軸材71からなる外周フレーム52で囲んだ構成である。つまり、軸パネル51bの外周フレーム52は、枠パネル51aの枠材59を含めたもの、換言すれば枠材59と軸材71が重なり合って構成されたものといえることになる。しかし軸パネル51bの外周フレーム52は、枠材59なしでも構成できる。つまり、軸材71からなる外周フレーム52は、軸材71と枠材59で構成されるほか、軸材71のみで構成されることもある。   Strictly speaking, the shaft panel 51b illustrated in FIG. 12 has a configuration in which the frame panel 51a of FIG. 2 is surrounded by the outer peripheral frame 52 including the shaft member 71, including the outer peripheral frame 52. That is, it can be said that the outer peripheral frame 52 of the shaft panel 51b includes the frame material 59 of the frame panel 51a, in other words, the frame material 59 and the shaft material 71 are overlapped. However, the outer peripheral frame 52 of the shaft panel 51b can be configured without the frame member 59. In other words, the outer peripheral frame 52 made of the shaft material 71 may be composed of only the shaft material 71 in addition to the shaft material 71 and the frame material 59.

図12の軸パネル51bの説明について、図2の枠パネル51aと同一の部位には同一の符号を付して、その詳細を省略する。   In the description of the shaft panel 51b in FIG. 12, the same parts as those in the frame panel 51a in FIG.

つぎに、コーナ接合金物11bについて説明する。   Next, the corner joint hardware 11b will be described.

コーナ接合金物11bは、前述した引き寄せ接合金物11aと同じで、軸組の線部材81、換言すれば軸材71の長手方向の端に取り付けられる基部12と、基部12における軸材71の端面に当接する当接面12aに設けられて軸材71の長手方向に延びる差込部13を備えている。基部12には、別体の取り付け部材を挿通する挿通穴または取り付け部材が螺合するねじ穴が設けられる。取り付け部材は、目的に応じて取り付けられる部材であり、取り付け部材としては、例えば結合のためのボルトや、支持のための柱脚部材、吊り下げのための吊り部材などがある。また基部12は、差込部13の長手方向に沿って隙間をあけて配設された複数枚の支持板14と、差込部13から延設されるとともに差込部13と一体で支持板14間を離間保持する離間保持部15で構成されている。   The corner metal fitting 11b is the same as the above-described pulling metal fitting 11a, and is attached to the end portion of the shaft member 71 in the base portion 12 and the base portion 12 attached to the end of the shaft member 71 in the longitudinal direction. The insertion portion 13 is provided on the abutting surface 12 a that abuts and extends in the longitudinal direction of the shaft member 71. The base 12 is provided with an insertion hole for inserting a separate attachment member or a screw hole for screwing the attachment member. The attachment member is a member attached according to the purpose, and examples of the attachment member include a bolt for connection, a column base member for support, and a suspension member for suspension. In addition, the base 12 includes a plurality of support plates 14 disposed with a gap along the longitudinal direction of the insertion portion 13, and a support plate that extends from the insertion portion 13 and is integrated with the insertion portion 13. It is configured by a separation holding portion 15 that holds and keeps 14 apart.

特に、基部12の当接面12aは、軸組の線部材81となる軸材71の長手方向の最も外側の端面71eに突き合わせて固定されるものである。コーナ接合金物11bの基部12は、図10、図11の斜視図に示したように、全体として立方体または直方体をなす六面体である。図15にコーナ接合金物11bの分解斜視図、図16に、図10におけるA−A切断図を示す。   In particular, the abutting surface 12a of the base portion 12 is abutted against and fixed to the outermost end surface 71e in the longitudinal direction of the shaft member 71 to be the wire member 81 of the shaft assembly. As shown in the perspective views of FIGS. 10 and 11, the base 12 of the corner metal fitting 11 b is a hexahedron that forms a cube or a rectangular parallelepiped as a whole. FIG. 15 is an exploded perspective view of the corner metal fitting 11b, and FIG. 16 is a sectional view taken along line AA in FIG.

基部12が六面体であるコーナ接合金物11bは、使用する部位に応じて1個から6個の当接面12aを有するものとすることができる。図10、図11、図16、図17に例示したコーナ接合金物11bは、実線で示したように互いに隣り合う3つの当接面12aと、これらの当接面12aに設けられた3本の差込部13を有するものであり、仮想線で示したように当接面12aと差込部13の数を適宜増やしてもよい。   The corner joint hardware 11b in which the base portion 12 is a hexahedron may have one to six contact surfaces 12a depending on a portion to be used. The corner joint 11b illustrated in FIG. 10, FIG. 11, FIG. 16, and FIG. 17 includes three contact surfaces 12a adjacent to each other as shown by solid lines, and three pieces provided on these contact surfaces 12a. It has the insertion part 13, and as shown with the phantom line, you may increase the number of the contact surfaces 12a and the insertion parts 13 suitably.

コーナ接合金物11bの3つの差込部13とその離間保持部15は、互いに組み合わせて結合一体化される2枚の金属板で構成されており、差込部13は軸材71の内側に収まる大きさで適宜形状をなす板状である。図10、図11、図16、図17に示す例では、差込部13は先端を丸めた短冊状である。差込部13には、軸材71との結合のためのドリフトピン17(図17参照)を挿入するための貫通穴13aが形成されている。貫通穴13aの数や配置は、差込部13の形状や大きさに応じて適宜設定される。なお差込部13は、前述のような板状ではなく、たとえば筒状などの立体形状であってもよい。   The three insertion parts 13 of the corner metal fitting 11b and the spacing and holding parts 15 thereof are composed of two metal plates that are combined and integrated with each other, and the insertion part 13 fits inside the shaft member 71. It is a plate shape that is appropriately shaped in size. In the example shown in FIG. 10, FIG. 11, FIG. 16, and FIG. 17, the insertion portion 13 has a strip shape with a rounded tip. A through hole 13 a for inserting a drift pin 17 (see FIG. 17) for coupling with the shaft member 71 is formed in the insertion portion 13. The number and arrangement of the through holes 13 a are appropriately set according to the shape and size of the insertion portion 13. In addition, the insertion part 13 may be three-dimensional shapes, such as a cylinder shape, instead of the plate shape as mentioned above.

差込部13と一体の離間保持部15は、外側縁に形成された複数の段差部15a,15b,15d,15eを有する。1本の差込部13を有するI型の金属板25は、離間保持部15における差込部13側の端に外側の一方に突出する突起15hを形成することで、一つの段差部15aを形成している。またI型の金属板25の離間保持部15における長手方向の中間位置には、他方の金属板が嵌合対応するスリット状の切れ溝15iからなる一つの段差部15bが形成されている。   The separation holding part 15 integrated with the insertion part 13 has a plurality of step parts 15a, 15b, 15d, 15e formed on the outer edge. The I-type metal plate 25 having one insertion portion 13 is formed with a protrusion 15h protruding at one end on the insertion portion 13 side of the separation holding portion 15 so that one step portion 15a is formed. Forming. Further, at the intermediate position in the longitudinal direction of the separation holding portion 15 of the I-type metal plate 25, one step portion 15b formed of a slit-like cut groove 15i to which the other metal plate fits is formed.

他方の金属板は、互いの間が直角をなす角度に配設された2本の差込部13を有するL型の金属板26である。離間保持部15における差込部13側の端には、外側の双方に突出する凸部15jを形成することで一組の段差部15dが形成されている。またL字型の金属板26の離間保持部15における差込部13と反対側の端に外側の双方に突出する凸部15kを有することで一組の段差部15eが形成されている。これら凸部15j,15kを有する離間保持部15は、略方形板状である。離間保持部15の中央には、I型の金属板25を差し込む差込溝15mが形成されており、差込溝15mの一方の端部は、I型の金属板25の切れ溝15iからなる段差部15bが係止する部分である。さらに、離間保持部15の差込溝15mの一方の端部、換言すればI型の金属板25の突起15hで形成される段差部15aに対応する側の端部に隣接する部位には、切り欠き15nが形成されている。この切り欠き15nは、ボルトなどの締結具の存在を許容する部位であり、適宜の形状に形成される。   The other metal plate is an L-shaped metal plate 26 having two insertion portions 13 disposed at an angle that makes a right angle between each other. A pair of stepped portions 15d is formed at the end of the separation holding portion 15 on the side of the insertion portion 13 by forming a convex portion 15j that protrudes outward. A pair of stepped portions 15e is formed by having convex portions 15k projecting outward on both ends of the L-shaped metal plate 26 on the side opposite to the insertion portion 13 in the spacing holding portion 15. The spacing and holding portion 15 having the convex portions 15j and 15k has a substantially square plate shape. An insertion groove 15m into which the I-type metal plate 25 is inserted is formed at the center of the separation holding portion 15, and one end of the insertion groove 15m is formed by a cut groove 15i of the I-type metal plate 25. This is the portion where the step 15b is locked. Furthermore, at one end portion of the insertion groove 15m of the separation holding portion 15, in other words, at a portion adjacent to the end portion on the side corresponding to the step portion 15a formed by the protrusion 15h of the I-shaped metal plate 25, A notch 15n is formed. This notch 15n is a part that allows the presence of fasteners such as bolts, and is formed in an appropriate shape.

コーナ接合金物11bの基部12は、I型とL型の2枚の金属板25,26の離間保持部15と、六面体の外郭を構成する6枚の支持板14で構成される。   The base 12 of the corner metal fitting 11b is composed of a separation holding portion 15 of two metal plates 25 and 26 of I type and L type, and six support plates 14 constituting an outer shape of a hexahedron.

I型の金属板25の差込部13を突出させることになる支持板14aは、長方形板状であり、中央にその長辺と平行なスリット状の差込溝27が形成されている。差込溝27は差込部13に嵌合対応する大きさである。   The support plate 14a from which the insertion portion 13 of the I-shaped metal plate 25 is projected is a rectangular plate shape, and a slit-like insertion groove 27 parallel to the long side is formed at the center. The insertion groove 27 is sized to fit into the insertion portion 13.

この支持板14aを含めて、I型の金属板25の長手方向と直交し、また平行になる4枚の支持板14aはすべて長方形板状であり、中央に差込溝27が形成されている。   Including this support plate 14a, the four support plates 14a that are orthogonal to and parallel to the longitudinal direction of the I-type metal plate 25 are all rectangular plates, and an insertion groove 27 is formed in the center. .

長方形をなす4枚の支持板14の長手方向の両端に固定される2枚の支持板14bは、正方形の4つの角を円弧状に切り欠いた形の板状である。これら2枚の支持板14bのうちL型の金属板26の差込部13を差し込むことになる一方の支持板14bの中央には、スリット状の差込溝28が形成されている。差込溝28を有する支持板14bと対をなす他方の支持板14bの中央には、取り付け部材を挿通する挿通穴29が形成されている。この挿通穴31は、組み立てられた基部12の挿通穴12cになる部分であって、ボルトなどの締結具や、土台を受けて設置面上に浮かせて支持する柱脚金物、軸パネル51bや木造軸組建築物を吊り下げるための吊り部材などの取り付け部材を固定したりするのに利用される。   The two support plates 14b fixed to both ends in the longitudinal direction of the four support plates 14 that form a rectangle have a plate shape in which four corners of a square are cut out in an arc shape. A slit-like insertion groove 28 is formed in the center of one of the two support plates 14b into which the insertion portion 13 of the L-shaped metal plate 26 is inserted. An insertion hole 29 through which the attachment member is inserted is formed in the center of the other support plate 14b that forms a pair with the support plate 14b having the insertion groove 28. The insertion hole 31 is a part that becomes the insertion hole 12c of the assembled base 12, and includes a fastener such as a bolt, a column base hardware that receives and supports the foundation and floats on the installation surface, a shaft panel 51b, and a wooden structure. It is used for fixing attachment members such as suspension members for suspending a frame building.

長方形板状の4枚の支持板14aの短辺の長さは、正方形の4つの角を切り欠いた形の支持板14bの外周縁に位置して直線からなる4本の辺に対応する長さである。このため、完全な立方体または直方体をなすと仮想した場合の基部12のすべての角と、一定方向に並ぶ2つの角同士をつなぐ4つの辺部位には、内部を開放する隙間が形成されることになる。この隙間は、前述した取り付け部材の取り付けなどに際して利用できる作業空間となる。   The lengths of the short sides of the four rectangular plate-shaped support plates 14a are the lengths corresponding to the four sides formed by straight lines located on the outer peripheral edge of the square-shaped support plate 14b. That's it. For this reason, gaps that open the interior are formed in all the corners of the base 12 when assuming a perfect cube or rectangular parallelepiped and the four sides connecting the two corners arranged in a certain direction. become. This gap becomes a work space that can be used for attaching the attachment member described above.

また、長方形板状の4枚の支持板14aのうち、差込部13を有しないすべての支持板14aには、図11、図15に示したように取り付け部材を挿通する挿通穴31が形成されている。この挿通穴31は、組み立てられた基部12の挿通穴12cになる部分である。この場合の取り付け部材は主としてボルトなどの締結具である。挿通穴31の形成位置は適宜設定される。前述した挿通穴29を有する支持板14bを備えているので、6面ある基部12のすべての面のうち、差込部13を有しないすべての面に挿通穴29,31,12cが形成されることになる。   Further, among the four rectangular plate-like support plates 14a, all the support plates 14a that do not have the insertion portion 13 are formed with insertion holes 31 through which the attachment members are inserted as shown in FIGS. Has been. The insertion hole 31 is a portion that becomes the insertion hole 12 c of the assembled base 12. The attachment member in this case is mainly a fastener such as a bolt. The formation position of the insertion hole 31 is appropriately set. Since the support plate 14b having the insertion hole 29 described above is provided, the insertion holes 29, 31, and 12c are formed in all the surfaces of the base 12 having the six surfaces and not having the insertion portion 13. It will be.

このような各部材からなるコーナ接合金物11bは、まず、I型の金属板25をL型の金属板26の差込溝15mに差し込んで切れ溝15iからなる段差部15bを係止し、この組み立て状態において溶接等で結合一体化する。つぎに、2枚の金属板25,26の差込部13や差込部13と反対側の端部に支持板14a,14bの差込溝27,28を挿嵌するなどして6枚の支持板14でI型の金属板25とL型の金属板26の離間保持部15を包囲して、この状態を溶接等で結合一体化して保持する。   In the corner metal fitting 11b made of each member, first, the I-shaped metal plate 25 is inserted into the insertion groove 15m of the L-shaped metal plate 26, and the step portion 15b made of the cut groove 15i is locked. In the assembled state, they are joined and integrated by welding or the like. Next, the insertion portions 13 of the two metal plates 25 and 26 and the insertion grooves 27 and 28 of the support plates 14a and 14b are inserted into the opposite ends of the insertion portions 13 to insert the six pieces. The support plate 14 surrounds the separation holding portion 15 of the I-type metal plate 25 and the L-type metal plate 26, and this state is coupled and held by welding or the like.

このような構成のコーナ接合金物11bでは、差込部13を有する各金属板25,26の離間保持部15は、他の差込部13にとっては支持板14としての機能を有する。   In the corner metal fitting 11b having such a configuration, the separation holding portion 15 of each of the metal plates 25 and 26 having the insertion portion 13 functions as the support plate 14 for the other insertion portions 13.

すなわち、図16に示したように、I型の金属板25の差込部13には、基部12の外郭を構成する長方形板状の2枚の支持板14aと、これらの間に位置するL型の金属板26の離間保持部15が主として荷重を分散する支持板14として機能する。また、L型の金属板26の2本の差込部13のうち、I型の金属板25の差込部13と直角をなす差込部13にとっては、この差込部13の長手方向に並ぶ長方形をなす2枚の支持板14aと、I型の金属板25の離間保持部15が主に荷重を分散する支持板14として機能する(図10参照)。   That is, as shown in FIG. 16, the insertion portion 13 of the I-shaped metal plate 25 has two rectangular plate-like support plates 14 a constituting the outline of the base portion 12, and L positioned therebetween. The separation holding portion 15 of the metal plate 26 of the mold mainly functions as the support plate 14 that distributes the load. Of the two insertion portions 13 of the L-shaped metal plate 26, the insertion portion 13 that forms a right angle with the insertion portion 13 of the I-type metal plate 25 is arranged in the longitudinal direction of the insertion portion 13. The two support plates 14a that form a rectangular shape and the separation holding portion 15 of the I-shaped metal plate 25 function as the support plate 14 that mainly distributes the load (see FIG. 10).

図17に、コーナ接合金物11bを取り付けた軸材71の端部の一部断面平面図を示す。   In FIG. 17, the partial cross-sectional top view of the edge part of the shaft 71 to which the corner metal fitting 11b was attached is shown.

差込部13にとっての主に荷重を分散する支持板14として機能する部位(支持板14と離間保持部15)は、接合された軸材71や別のコーナ接合金物11bに対して基部12の外郭を構成する支持板14と共に、軸材71やコーナ接合金物11bに対して接触する。   A portion (support plate 14 and separation holding portion 15) that functions as a support plate 14 that mainly distributes the load for the insertion portion 13 is formed on the base portion 12 with respect to the joined shaft member 71 and another corner joint hardware 11b. Together with the support plate 14 constituting the outer shell, the shaft member 71 and the corner joint metal 11b are contacted.

以上のように構成されたコーナ接合金物11bは、例えば軸材71の端面71eにいずれかの当接面12aを当てて、その当接面12aに設けられた差込部13を軸材71の端に差し込むとともに、差込部13の貫通穴13aにドリフトピン17を差し込んで軸材71に対して固定する。必要な当接面12aに対して軸材71の接合を行うとともに、軸パネル51b同士の接続に際しては、必要に応じてコーナ接合金物11b同士の接合を行う。コーナ接合金物11b同士の連結には、コーナ接合金物11bの基部12に備えた挿通穴29,31,12c又はねじ穴と、取り付け部材を用いる(図17参照)。   The corner metal fitting 11b configured as described above, for example, applies any one of the contact surfaces 12a to the end surface 71e of the shaft member 71, and uses the insertion portion 13 provided on the contact surface 12a of the shaft member 71. While being inserted into the end, the drift pin 17 is inserted into the through hole 13 a of the insertion portion 13 and fixed to the shaft member 71. While joining the shaft material 71 with respect to the required contact surface 12a, when connecting the shaft panels 51b, the corner metal fittings 11b are joined as needed. Insertion holes 29, 31, 12c or screw holes provided in the base 12 of the corner joint hardware 11b and attachment members are used to connect the corner joint hardware 11b (see FIG. 17).

コーナ接合金物11bと軸材71やコーナ接合金物11b同士の接合状態においては、前述した引き寄せ接合金物11aの場合と同様に、基部12を構成する複数枚の支持板14が差込部13と一体の離間保持部15で離間保持されており、基部12にかかる荷重は、離間保持部15を介して2枚の支持板14や、別の差込部13を有する離間保持部15に分散される。しかも、2枚の支持板14は離間保持部15で間隔をあけて保持されているので、荷重の分散は良好である。   In the joined state between the corner joint metal 11b and the shaft member 71 or the corner joint metal 11b, the plurality of support plates 14 constituting the base portion 12 are integrated with the insertion portion 13 as in the case of the pulling joint metal 11a described above. The load applied to the base 12 is distributed to the two support plates 14 and the separation holding portion 15 having another insertion portion 13 via the separation holding portion 15. . In addition, since the two support plates 14 are held at a distance by the separation holding portion 15, the load distribution is good.

このため、過大な負荷が局所的にかかることを抑制し、コーナ接合金物11bの固定強度を高めることができる。また、固定強度を高められるので、固定強度が同程度の接合金物に比べて、コーナ接合金物11bの簡素化や軽量化を図ることができる。   For this reason, it can suppress that an excessive load is applied locally and can raise the fixed strength of the corner metal fitting 11b. Further, since the fixing strength can be increased, the corner metal fitting 11b can be simplified and reduced in weight as compared with the metal fitting having the same fixing strength.

また、コーナ接合金物11bは、3本以上の軸材71を接続可能であるとともに、コーナ接合金物11b同士の接続も可能であり、高い固定強度を有しながらも建築用パネル51の多様な組み合わせに対応できる。   Further, the corner joint hardware 11b can connect three or more shaft members 71, and the corner joint hardware 11b can be connected to each other, and various combinations of the panel 51 for building have high fixing strength. It can correspond to.

引き寄せ接合金物11aとコーナ接合金物11bは、前述のように高い固定強度を得られるので、例えば図18〜図21に示したような、大型の軸パネル51cの形成にも用いることができる。大型の軸パネル51cは、前述のような構成を有する小型の軸パネル51bを基本構造として構成されたものである。ここで、大型とは、複数間(けん)に及ぶような幅や複数階に及ぶような高さを有することの意味である。   Since the drawing joint 11a and the corner joint 11b can obtain high fixing strength as described above, they can also be used to form a large shaft panel 51c as shown in FIGS. The large shaft panel 51c is configured with a small shaft panel 51b having the above-described configuration as a basic structure. Here, the large size means having a width extending over a plurality of spaces and a height extending over a plurality of floors.

図18の軸パネル51cは、外周フレーム52の内側の上端部の全幅にわたって水平補強部53を備え、この水平補強部53の長手方向の中間部に、水平補強部53を下から支える2本の垂直補強部54を備えている。垂直補強部54は平行に配設される2本の縦軸材57とこれら縦軸材57の間に保持される面材58で構成される。2本の垂直補強部54は水平方向に間隔をあけて形成され、垂直補強部54同士の間における上下方向の中間部には、開口部67が形成されている。   The shaft panel 51c of FIG. 18 includes a horizontal reinforcing portion 53 over the entire width of the inner upper end portion of the outer peripheral frame 52, and two horizontal reinforcing portions 53 that support the horizontal reinforcing portion 53 from below are provided at an intermediate portion in the longitudinal direction of the horizontal reinforcing portion 53. A vertical reinforcing portion 54 is provided. The vertical reinforcing portion 54 includes two longitudinal members 57 arranged in parallel and a face member 58 held between the longitudinal members 57. The two vertical reinforcing portions 54 are formed at intervals in the horizontal direction, and an opening 67 is formed at an intermediate portion between the vertical reinforcing portions 54 in the vertical direction.

図19の軸パネル51cは、図18の軸パネル51cと異なり、左右方向の一方の端にも垂直補強部54を備えている。端に備える垂直補強部54は、外周フレーム52を構成する軸材71が存在するので、用いる縦軸材57は1本でよい。図示は省略するが、左右方向の両方の端に垂直補強部54を備えてもよい。   Unlike the shaft panel 51c of FIG. 18, the shaft panel 51c of FIG. 19 includes a vertical reinforcing portion 54 at one end in the left-right direction. Since the vertical reinforcing part 54 provided at the end includes the shaft member 71 that constitutes the outer peripheral frame 52, the number of the vertical member 57 used may be one. Although not shown, the vertical reinforcing portions 54 may be provided at both ends in the left-right direction.

図20の軸パネル51cは、図18の軸パネル51cと同様に、上端部の水平補強部53を2本の垂直補強部54で支える構成であるが、2本の垂直補強部54は水平補強部53を横からも支える構造である点で、図18の軸パネル51cとは異なる。   The shaft panel 51c of FIG. 20 is configured to support the horizontal reinforcing portion 53 at the upper end portion with two vertical reinforcing portions 54, similarly to the shaft panel 51c of FIG. 18, but the two vertical reinforcing portions 54 are horizontally reinforced. The shaft panel 51c is different from the shaft panel 51c in FIG. 18 in that the portion 53 is supported from the side.

つまり、垂直補強部54を構成する2本の縦軸材57のうちの一方の縦軸材57を水平補強部53に対して、束材61のように食い込ませて、水平補強部53を構成する横軸材55を分断して、横軸材55の端面を縦軸材57の側面に固定している。   That is, the horizontal reinforcing portion 53 is configured by causing one of the two vertical shaft members 57 constituting the vertical reinforcing portion 54 to bite into the horizontal reinforcing portion 53 like a bundle material 61. The horizontal shaft member 55 is divided, and the end surface of the horizontal shaft member 55 is fixed to the side surface of the vertical member 57.

図21の軸パネル51cは、小型の軸パネル51bを複数枚連結して構成される。各軸パネル51bは、互いに連結し合う部分に外周フレーム52があらかじめ備えられている。   The shaft panel 51c in FIG. 21 is configured by connecting a plurality of small shaft panels 51b. Each shaft panel 51b is provided with an outer peripheral frame 52 in advance at a portion where the shaft panels 51b are connected to each other.

具体的には、3枚の軸パネル51bを左右に連結して構成される。軸パネル51bは、少なくとも連結し合う部分、つまり図面左端の軸パネル51bの場合には右端に外周フレーム52の軸材71を有し、図面左右方向中間の軸パネル51bは左右両端に軸材71を有し、図面右端の軸パネル51bは左端に軸材71を有している。また、それら縦に延びる軸材71の上下両端位置には、コーナ接合金物11bを備えている。   Specifically, three shaft panels 51b are connected to the left and right. In the case of the shaft panel 51b at the left end in the drawing, the shaft panel 51b has the shaft member 71 of the outer peripheral frame 52 at the right end, and the shaft panel 51b in the middle in the horizontal direction in the drawing has the shaft member 71 at both left and right ends. The shaft panel 51b at the right end of the drawing has a shaft member 71 at the left end. Further, corner joint hardware 11b is provided at both upper and lower end positions of the shaft member 71 extending vertically.

軸パネル51b同士の連結は、図22に拡大して示したように、少なくともコーナ接合金物11b同士と、対向する軸材71同士の間で行う。コーナ接合金物11b同士の連結は、コーナ接合金物11bの基部12に備えた挿通穴29,31又はねじ穴と、取り付け部材を用いる。   As shown in an enlarged view in FIG. 22, the shaft panels 51b are connected at least between the corner joint hardware 11b and the shaft members 71 facing each other. The connection between the corner metal fittings 11b uses insertion holes 29 and 31 or screw holes provided in the base portion 12 of the corner metal fitting 11b and an attachment member.

軸材71同士の連結は、適宜の手段で行える。図22の例では、連結し合う軸材71にそれぞれ固定したボルト32を軸材71に形成した切り欠き部33で露出させて、ボルト32同士を切り欠き部33内に位置させる長ナット34で連結する構造を示している。軸材71同士の連結は、図示例のように1か所ではなく、複数個所で行ってもよい。このほか、水平補強部53の横軸材55を固定している引き寄せ接合金物11a同士を連結してもよい。   The shaft members 71 can be connected by an appropriate means. In the example of FIG. 22, the bolts 32 fixed to the connecting shaft members 71 are exposed by the notch portions 33 formed in the shaft members 71, and the long nuts 34 are positioned within the notch portions 33. The structure to connect is shown. The shaft members 71 may be connected to each other at a plurality of places instead of one place as in the illustrated example. In addition, the draw-joint hardware 11a that fixes the horizontal shaft member 55 of the horizontal reinforcing portion 53 may be connected.

図21の例では大型の軸パネル51cを構成するパネルがすべて、水平補強部53と垂直補強部54を備えた軸パネル51bである例を示したが、他の構造のパネルを混在させたものであってもよい。   In the example of FIG. 21, all the panels constituting the large-sized shaft panel 51c are the shaft panels 51b including the horizontal reinforcing portion 53 and the vertical reinforcing portion 54. However, the panels having other structures are mixed. It may be.

以上の構成はこの発明を実施するための一形態であって、この発明は前述の構成のみに限定されるものではなく、その他の構成を採用することができる。   The above configuration is one form for carrying out the present invention, and the present invention is not limited to the above configuration, and other configurations can be adopted.

例えば、差込部13を平行に離間配置された複数枚の板部で構成したり、離間保持部15も複数の意の板部で構成したりすることもできる。   For example, the insertion part 13 can be constituted by a plurality of plate parts spaced apart in parallel, and the separation holding part 15 can also be constituted by a plurality of plate parts.

差込部13の貫通穴13aは、上に向けて切り欠かれた形状に形成して、接続する軸材71を落とし込んで、軸材71に内蔵したドリフトピン17を係合する構成とすることもできる。   The through-hole 13a of the insertion part 13 is formed in a shape that is notched upward, and the shaft member 71 to be connected is dropped to engage the drift pin 17 built in the shaft member 71. You can also.

差込部13の向きは、前述のように当接面12aに対して垂直であるほか、傾斜させて、例えば筋交いのような斜材の接合に適するものとすることも可能である。   The direction of the insertion portion 13 is not only perpendicular to the contact surface 12a as described above, but can also be inclined to be suitable for joining diagonal materials such as braces.

複数の当接面12aを設ける場合に、隣接する当接面12a同士の角度を直角以外の角度にすることもできる。   When providing the some contact surface 12a, the angle of adjacent contact surfaces 12a can also be made into angles other than a right angle.

接合金物11は、軸材に対して一部を埋設した態様で固定するものであってもよい。   The metal joint 11 may be fixed in such a manner that a part thereof is embedded in the shaft material.

建築用パネル51の構成については、前述の説明では水平補強部53を一段だけ形成して、横方向のみに展開するような例を示したが、複数の水平補強部53を上下方向に配設して、縦方向に展開するような構成としてもよい。   Regarding the configuration of the building panel 51, in the above description, an example in which only one horizontal reinforcing portion 53 is formed and deployed only in the lateral direction is shown, but a plurality of horizontal reinforcing portions 53 are arranged in the vertical direction. And it is good also as a structure which expand | deploys in the vertical direction.

11…接合金物
11a…引き寄せ接合金物
11b…コーナ接合金物
12…基部
12a…当接面
12b…ねじ穴
12c…挿通穴
13…差込部
15…離間保持部
29,31…挿通穴
51…建築用パネル
51a…枠パネル
51b,51c…軸パネル
55…横軸材
57…縦軸材
55c,57c…内側端面
71…軸材
71e…最も外側の端面
DESCRIPTION OF SYMBOLS 11 ... Joint metal 11a ... Pull joint metal 11b ... Corner joint metal 12 ... Base part 12a ... Contact surface 12b ... Screw hole 12c ... Insertion hole 13 ... Insertion part 15 ... Separation holding part 29, 31 ... Insertion hole 51 ... For construction Panel 51a ... Frame panel 51b, 51c ... Shaft panel 55 ... Horizontal shaft member 57 ... Vertical shaft member 55c, 57c ... Inner end surface 71 ... Shaft member 71e ... Outermost end surface

Claims (5)

木造軸組建築物を構成する線部材と同等の軸材の長手方向の端に取り付けられる基部と、
前記基部における前記軸材の端面に当接する当接面に設けられて前記軸材の長手方向に延びる差込部を備え、
前記基部に別体の取り付け部材を挿通する挿通穴または前記取り付け部材が螺合するねじ穴の少なくとも一方が設けられ、
前記基部が、前記差込部の長手方向に沿って隙間をあけて配設された複数枚の支持板と、
前記差込部から延設されるとともに前記差込部と一体で前記支持板間を離間保持する離間保持部で構成され
前記離間保持部に、内部に前記挿通穴または前記ねじ穴を有する筒状の部材が、前記支持板で挟まれた状態で一体に設けられた
接合金物。
A base attached to the longitudinal end of a shaft equivalent to a wire member constituting a wooden frame building;
An insertion portion that is provided on a contact surface that contacts the end surface of the shaft member in the base and extends in a longitudinal direction of the shaft member;
At least one of an insertion hole through which a separate attachment member is inserted into the base or a screw hole into which the attachment member is screwed is provided,
The base is a plurality of support plates disposed with a gap along the longitudinal direction of the insertion portion, and
It is constituted by a separation holding portion that extends from the insertion portion and that holds the support plates apart from each other integrally with the insertion portion ,
A metal joint, in which the cylindrical member having the insertion hole or the screw hole inside is integrally provided in the spacing holding portion in a state of being sandwiched between the support plates .
前記差込部と前記離間保持部が一枚の金属板で構成され、
前記支持板が、前記離間保持部の外側縁に前記差込部側の部位よりも低く形成された段差部に嵌めて一体に設けられた
請求項1に記載の接合金物。
The insertion part and the separation holding part are composed of a single metal plate,
The joint metal fitting according to claim 1, wherein the support plate is integrally provided by being fitted to a step portion formed lower than a portion on the insertion portion side on an outer edge of the separation holding portion .
前記基部の前記当接面が前記軸材の断面形状よりも小さく形成され、
前記基部が前記軸材の長手方向の端に対して相対変位不可に埋設されるものである
請求項1または請求項2に記載の接合金物。
The contact surface of the base is formed smaller than the cross-sectional shape of the shaft member;
The metal joint according to claim 1 or 2 , wherein the base portion is embedded so as not to be relatively displaced with respect to an end in a longitudinal direction of the shaft member.
複数の前記支持板の外側縁の輪郭形状が互いに同一大同一形状である
請求項1から請求項3のうちいずれか一項に記載の接合金物。
The metal joint according to any one of claims 1 to 3 , wherein contour shapes of outer edges of the plurality of support plates are the same size and the same shape .
請求項1から請求項4のうちいずれか一項に記載の接合金物を備えた
建築用パネル。
The building panel provided with the joint metal fitting as described in any one of Claims 1-4.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7005046B1 (en) * 2020-09-18 2022-01-21 株式会社アクト Wooden member joint structure for construction

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1054082A (en) * 1996-08-12 1998-02-24 Sekisui House Ltd Joining structure and joint metal of wooden framework
JP2002013200A (en) * 2000-06-29 2002-01-18 Uesuto:Kk Connecting structure for wooden building
JP2005232928A (en) * 2004-02-23 2005-09-02 Ohbayashi Corp Connection structure of column and beam in wooden building
JP2005299184A (en) * 2004-04-09 2005-10-27 Tatsumi:Kk Joint implement for building timber
JP2017133209A (en) * 2016-01-27 2017-08-03 株式会社エヌ・シー・エヌ Joining structure of structural skeleton of wooden building
JP2018059293A (en) * 2016-10-03 2018-04-12 宮崎県 Junction structure of lumber and jointing metal fittings
JP2018155088A (en) * 2017-08-04 2018-10-04 株式会社エヌ・シー・エヌ Joint metal set, junction structure for structural skeleton of wooden building using the joint metal set, and wooden building

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1054082A (en) * 1996-08-12 1998-02-24 Sekisui House Ltd Joining structure and joint metal of wooden framework
JP2002013200A (en) * 2000-06-29 2002-01-18 Uesuto:Kk Connecting structure for wooden building
JP2005232928A (en) * 2004-02-23 2005-09-02 Ohbayashi Corp Connection structure of column and beam in wooden building
JP2005299184A (en) * 2004-04-09 2005-10-27 Tatsumi:Kk Joint implement for building timber
JP2017133209A (en) * 2016-01-27 2017-08-03 株式会社エヌ・シー・エヌ Joining structure of structural skeleton of wooden building
JP2018059293A (en) * 2016-10-03 2018-04-12 宮崎県 Junction structure of lumber and jointing metal fittings
JP2018155088A (en) * 2017-08-04 2018-10-04 株式会社エヌ・シー・エヌ Joint metal set, junction structure for structural skeleton of wooden building using the joint metal set, and wooden building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7005046B1 (en) * 2020-09-18 2022-01-21 株式会社アクト Wooden member joint structure for construction

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