JP7278587B2 - Bracing hardware and joint structure of wooden building using it - Google Patents

Bracing hardware and joint structure of wooden building using it Download PDF

Info

Publication number
JP7278587B2
JP7278587B2 JP2019206131A JP2019206131A JP7278587B2 JP 7278587 B2 JP7278587 B2 JP 7278587B2 JP 2019206131 A JP2019206131 A JP 2019206131A JP 2019206131 A JP2019206131 A JP 2019206131A JP 7278587 B2 JP7278587 B2 JP 7278587B2
Authority
JP
Japan
Prior art keywords
brace
structural member
fixing
extending
mounting plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2019206131A
Other languages
Japanese (ja)
Other versions
JP2021080635A (en
Inventor
智基 古田
方人 中尾
伸介 松本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Soken Co Ltd
Original Assignee
Soken Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Soken Co Ltd filed Critical Soken Co Ltd
Priority to JP2019206131A priority Critical patent/JP7278587B2/en
Publication of JP2021080635A publication Critical patent/JP2021080635A/en
Application granted granted Critical
Publication of JP7278587B2 publication Critical patent/JP7278587B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

本発明は、筋交い金物およびそれを用いた木造建物の接合構造に関するもので、特に木造建物の耐震構造や制振構造に利用されるものである。 TECHNICAL FIELD The present invention relates to a bracing hardware and a joint structure of a wooden building using the same, and is particularly used for an earthquake-resistant structure and a damping structure of a wooden building.

従来、戸建木造住宅においては、耐震性を向上させるため、仕口部における柱材と横架材(土台や梁など)に補強用金物を固定し、剛性および耐力を高める構造とするのが一般的である。このような耐震型の補強用金物に対し、弾性体または粘弾性体を配置する構造とすることにより、地震や台風など建物に入力されるエネルギを吸収・軽減し、建物の倒壊を防ぐようにした制振型の補強金物が提案されている(例えば、特許文献1参照)。 Conventionally, in detached wooden houses, in order to improve earthquake resistance, it is a structure to increase rigidity and strength by fixing reinforcing hardware to the pillars and horizontal members (foundation, beams, etc.) at the joints. Common. In order to prevent the building from collapsing, the energy input to the building due to earthquakes and typhoons can be absorbed and reduced by constructing a structure in which elastic or viscoelastic bodies are placed against such earthquake-resistant reinforcing metal fittings. A vibration-damping type reinforcing hardware has been proposed (see, for example, Patent Document 1).

この特許文献1記載の補強金物は、筋交いの端部に固定される筋交い側金物と、構造材に固定される構造材側金物と、これらの金物間に介在されるゴムなどの弾性体または粘弾性体からなると共に、弾性体または粘弾性体は接着剤を介して両側の金物と一体化された構造であり、建物に入力されるエネルギを、減衰材である前記弾性体または粘弾性体がせん断変形して吸収するようになっている。 The reinforcing hardware described in Patent Document 1 consists of a brace-side hardware fixed to the end of the brace, a structural-material-side hardware fixed to the structural member, and an elastic or viscous material such as rubber interposed between these hardware. The elastic or viscoelastic body is composed of an elastic body and has a structure integrated with the hardware on both sides via an adhesive. It absorbs shear deformation.

特許第3684129号公報Japanese Patent No. 3684129

しかしながら、上記特許文献1記載の補強金物は、長期使用により金物とゴムなどの弾性体または粘弾性体の間の接着性が低下する場合がある。 However, the reinforcing hardware described in Patent Literature 1 may lose adhesion between the hardware and an elastic or viscoelastic body such as rubber after long-term use.

また、上記特許文献1記載の補強金物は、複数枚の金物とゴムなどの弾性体または粘弾性体を積層して製作されるため、製作コストが高くつきやすい。 Moreover, since the reinforcing hardware described in Patent Document 1 is manufactured by laminating a plurality of metals and an elastic body such as rubber or a viscoelastic body, the manufacturing cost tends to be high.

本発明は、木造建物に入力されるエネルギの吸収性能に優れると共に、耐震性能や制振性能の信頼性を向上させる筋交い金物および木造建物の接合構造を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a bracing hardware and a joint structure of a wooden building that are excellent in the absorption performance of energy input to the wooden building and improve the reliability of earthquake resistance performance and damping performance.

本発明に係る一の態様の筋交い金物は、木造建物の鉛直方向または水平方向に延びる構造材と前記構造材に対し傾斜する方向に延びる筋交いの間に取り付けられる筋交い金物であって、前記構造材に第1の固定部材により固定される構造材固定部と、前記筋交いの端部に第2の固定部材により固定される筋交い固定部とを備えるものであり、前記筋交い固定部は、仕切り部によって仕切られる複数の扇形状の開口が周方向に並んで配置されているベース部と、前記開口に対応する形状を有し前記ベース部と離れて前記開口と対向して配置され取付孔が設けられている取付板片部と、前記開口の外周縁と前記取付板片部の外側縁とを結合し前記ベース部に直交する方向に延びる結合片部とを備えることを特徴とする。 A brace fitting according to one aspect of the present invention is a brace fitting attached between a structural member extending in the vertical or horizontal direction of a wooden building and a brace extending in a direction inclined with respect to the structural member, wherein the structural member and a brace fixing portion fixed to the end of the brace by a second fixing member, wherein the brace fixing portion is secured by the partition portion A base portion in which a plurality of partitioned fan-shaped openings are arranged side by side in the circumferential direction, and a mounting hole having a shape corresponding to the openings and being separated from the base portion and arranged to face the openings is provided. and a connecting piece portion connecting the outer peripheral edge of the opening and the outer edge of the mounting plate piece portion and extending in a direction orthogonal to the base portion.

ここで、筋交い金物のうち、金物部分の材質は、高剛性部材、例えば鋼板などの金属板、FRPなどの合成樹脂板などが用いられる。また、第1および第2の固定部材には、木ねじ、釘などが用いられる。木造建物は、従来と同様に金物継ぎ手を用いて、基礎、土台、柱、梁からなる構造材フレームが一体化され、一定の強度・剛性が確保された建物となっている。 Here, among the bracing hardware, the material of the hardware portion is a highly rigid member, for example, a metal plate such as a steel plate, a synthetic resin plate such as FRP, or the like. Wood screws, nails, and the like are used for the first and second fixing members. In wooden buildings, a structural material frame consisting of foundations, foundations, pillars, and beams is integrated using metal fittings as in the past, ensuring a certain level of strength and rigidity.

このようにすれば、構造材、例えば鉛直方向に延びる柱と水平方向に延びる横架材(土台または梁)が接合されると共に、その接合部分に構造材から傾斜する方向に延びる筋交いが配置された建物の接合構造に対し、本発明に係る筋交い金物を適用することにより、地震力や風力などのエネルギが建物に入力されて、柱が回転方向に変位し、筋交いに引張力・圧縮力が作用すると、結合片部が変形して、建物に入力されたエネルギがこれらの変形によって吸収(消費)される。 In this way, structural members such as vertically extending columns and horizontally extending horizontal members (bases or beams) are joined together, and braces extending in an inclined direction from the structural members are arranged at the joints. By applying the bracing hardware according to the present invention to the joint structure of the building, energy such as seismic force and wind force is input to the building, the columns are displaced in the rotational direction, and tensile and compressive forces are applied to the braces. When acted upon, the connecting pieces deform and the energy input into the building is absorbed (consumed) by these deformations.

また、この場合、少なくとも前記ベース部と前記取付板片部との間に、減衰材が充填されている、構造とすることもできるが、減衰材を用いることなく、製造することで、製作コストの低減化を図れる。 In this case, a damping material may be filled at least between the base portion and the mounting plate piece portion . can be reduced.

この場合、前記構造材固定部の前記構造材側の面及び前記筋交い固定部における前記取付板片部の前記筋交い側の面は、前記減衰材による減衰材層によって被覆されている、ことが望ましい。このようにすれば、減衰材層によって、構造材や筋交いへの取付位置がずれないようにグリップ効果が発揮される。それに加えて、鋼材などを用いた場合において、腐食が回避され、耐久性が高まる。 In this case, it is desirable that a surface of the structural member fixing portion on the structural member side and a surface of the mounting plate piece portion on the brace fixing portion on the brace side are covered with a damping material layer of the damping material. . In this way, the damping material layer exerts a gripping effect so that the attachment position to the structural member or the brace is not shifted. In addition, corrosion is avoided and durability is enhanced when using a steel material or the like.

前記構造材固定部は、両側部にビード状あるいは板状の補強部が設けられている、ことが望ましい。このようにすれば、補強部によって面外剛性が向上して、構造材固定部は曲がりにくくなり、その結果として、構造材に固定する固定部材の浮き上がりが抑制される。 It is desirable that the structural member fixing portion is provided with bead-shaped or plate-shaped reinforcing portions on both sides thereof. In this way, the reinforcing portion improves the out-of-plane rigidity, making the structural member fixing portion less likely to bend. As a result, lifting of the fixing member fixed to the structural member is suppressed.

また、この筋交い金物は、前記ベース部に直交する方向から見て、前記開口の内周縁と、前記取付板片部の外側縁との間には、前記結合片部が設けられている部位を除き、隙間が形成されていることが望ましい。 In addition, when viewed from the direction orthogonal to the base portion, the brace metal has a portion where the connecting piece portion is provided between the inner peripheral edge of the opening and the outer edge of the mounting plate piece portion. Except for this, it is desirable that a gap is formed.

本発明に係る他の態様の筋交い金物は、木造建物の鉛直方向または水平方向に延びる構造材と前記構造材に対し傾斜する方向に延びる筋交いの間に取り付けられる筋交い金物であって、前記構造材に取付孔を通じて第1の固定部材により固定される構造材固定部と、前記筋交いの端部に取付孔を通じて第2の固定部材により固定される筋交い固定部とを備えるものであり、前記筋交い固定部は、中央に開口を有するベース部と、前記ベース部と離れて前記開口の周方向に沿って配置され取付孔が設けられている取付板片部と、前記開口の周縁と前記取付板片部の外側縁とを結合し前記ベース部に直交する方向に延びる複数の結合片部とを備えることを特徴とする。 A brace fitting according to another aspect of the present invention is a brace fitting attached between a structural member extending in a vertical direction or a horizontal direction of a wooden building and a brace extending in a direction inclined with respect to the structural member, wherein the structural member a structural member fixing portion fixed by a first fixing member through a mounting hole, and a brace fixing portion fixed by a second fixing member through a mounting hole at an end of the brace, wherein the brace fixing a base portion having an opening in the center; a mounting plate piece portion separated from the base portion and having a mounting hole along the circumferential direction of the opening; a peripheral edge of the opening and the mounting plate piece; and a plurality of connecting pieces extending in a direction perpendicular to the base portion and connecting the outer edge of the base portion.

この場合、前記構造材固定部の取付孔は、前記構造材側に突出する突出部分を有するようにエンボス加工されたものである、ことが望ましい。このようにすれば、エンボス加工された突出部分が、構造材に食い込む効果があり、取付位置がずれないようになる。 In this case, it is desirable that the attachment hole of the structural member fixing portion is embossed so as to have a protruding portion that protrudes toward the structural member. By doing so, the embossed protruding portion has the effect of biting into the structural material, and the mounting position is prevented from being deviated.

また、前記筋交い固定部における前記取付板片部の取付孔も、前記筋交い側に突出する突出部分を有するようにエンボス加工されたものである、ことが望ましい。このようにすれば、エンボス加工された突出部分が、筋交いに食い込む効果があり、取付位置がずれないようになる。 Moreover, it is desirable that the mounting hole of the mounting plate piece portion in the brace fixing portion is also embossed so as to have a protruding portion that protrudes toward the brace. By doing so, the embossed protruding portion has the effect of biting into the brace, and the attachment position is prevented from slipping.

本発明に係る一の態様の木造建物の接合構造は、鉛直方向に延びる第1構造材と水平方向に延びる第2構造材が突き合わされて接合され、その接合部分に前記両構造材に対し傾斜する方向に延びる筋交いが配置されている木造建物の接合構造であって、請求項1~8のいずれか1項に記載の筋交い金物が用いられ、前記第1または第2構造材に対し構造材固定部が第1の固定部材により固定され、前記筋交いの端部の側面に対し筋交い固定部が第2の固定部材により固定されていることを特徴とする。 In one aspect of the joint structure of a wooden building according to the present invention, a first structural member extending in the vertical direction and a second structural member extending in the horizontal direction are butted and joined, and the joint portion is inclined with respect to the both structural members. A joint structure of a wooden building in which braces extending in the direction of the The fixing part is fixed by a first fixing member, and the brace fixing part is fixed to the side surface of the end of the brace by a second fixing member.

以上説明したように、本発明は、建物に入力されるエネルギを、仕切り部及び結合片部の変形によって吸収させるようにしているので、エネルギの吸収量を大きくして、エネルギの吸収性能を向上させると共に、耐震性能や制振性能に対する信頼性を向上させることができる。また、減衰材を用いれば、さらに耐震性能や制振性能に対する信頼性を向上させることができる。 As described above, according to the present invention, the energy input to the building is absorbed by the deformation of the partitions and the connecting pieces. In addition, the reliability of the seismic performance and damping performance can be improved. Moreover, if damping materials are used, the reliability of the seismic performance and damping performance can be further improved.

本発明に係る木造建物の接合構造を示し、図1(a)は筋交い金物の取付状態を示す正面図、(b)は同側面図であえある。Fig. 1(a) is a front view showing the mounting state of brace metal fittings, and Fig. 1(b) is a side view of the joint structure of a wooden building according to the present invention. 本発明に係る一実施の形態である筋交い金物を示す斜視図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a perspective view which shows the brace metal fitting which is one embodiment which concerns on this invention. 前記筋交い金物の正面図である。It is a front view of the said bracing hardware. 同底面図である。It is a bottom view of the same. 同側面図である。It is the same side view. 図3のA-A線における断面図である。FIG. 4 is a cross-sectional view taken along line AA of FIG. 3; 図4のB-B線における断面図である。FIG. 5 is a cross-sectional view taken along line BB of FIG. 4; 図7のC部詳細図である。FIG. 8 is a detailed view of a C portion in FIG. 7; 変形例を示す図2と同様の図である。FIG. 3 is a view similar to FIG. 2 showing a modification; 変形例を示す図3と同様の図である。FIG. 4 is a view similar to FIG. 3 showing a modification; 変形例を示す図2と同様の図である。FIG. 3 is a view similar to FIG. 2 showing a modification; 変形例を示し、(a)は図2と同様の図、(b)は図12(a)のD-D線における断面図である。12(a) is a view similar to FIG. 2, and FIG. 12(b) is a sectional view taken along line DD of FIG. 12(a). 変形例を示す図3と同様の図である。FIG. 4 is a view similar to FIG. 3 showing a modification; 変形例を示す図2と同様の図である。FIG. 3 is a view similar to FIG. 2 showing a modification; 変形例を示す図3と同様の図である。FIG. 4 is a view similar to FIG. 3 showing a modification; 図14のE-E線における断面図である。FIG. 15 is a cross-sectional view taken along line EE of FIG. 14; 図15のF-F線における断面図である。FIG. 16 is a cross-sectional view taken along line FF of FIG. 15;

以下、本発明を実施するための最良の形態について図面を参照しながら説明する。 BEST MODE FOR CARRYING OUT THE INVENTION The best mode for carrying out the present invention will be described below with reference to the drawings.

図1は本発明に係る木造建物の接合構造を示し、図1(a)は筋交い金物の取付状態を示す正面図、(b)は同側面図である。図2は本発明に係る筋交い金物を示す斜視図、図3は前記筋交い金物の正面図、図4は同底面図、図5は同側面図である。 1A and 1B show a joint structure of a wooden building according to the present invention, FIG. FIG. 2 is a perspective view showing a brace according to the present invention, FIG. 3 is a front view of the brace, FIG. 4 is a bottom view of the brace, and FIG. 5 is a side view of the brace.

図1(a)(b)に示すように、木造建物は、鉛直方向に延びる構造材である柱101と、水平方向に延びる構造材である土台102とが逆T字形状に突き合わされて接合され、その接合部分において、柱101および土台102に対し傾斜する方向に延びる筋交い103が当接するように配置されている。そして、前記接合部分において、柱101および筋交い103の端部103Aに対し、筋交い金物1が取り付けられている。 As shown in FIGS. 1(a) and 1(b), in a wooden building, columns 101, which are structural members extending in the vertical direction, and bases 102, which are structural members extending in the horizontal direction, are butted and joined in an inverted T shape. A brace 103 extending in an inclined direction with respect to the column 101 and the base 102 is arranged to abut on the joint portion. The brace hardware 1 is attached to the column 101 and the end portion 103A of the brace 103 at the joint portion.

図2~図5に示すように、筋交い金物1は、柱101に固定される板状の柱固定部(構造材固定部)2と、筋交い103の端部103Aに固定される筋交い固定部3とを備え、それらが一体に形成されている。筋交い金物1の材質は、高剛性部材、例えば鋼板などの金属板、FRPなどの合成樹脂板などが用いられる。 As shown in FIGS. 2 to 5, the brace hardware 1 includes a plate-shaped column fixing portion (structural material fixing portion) 2 fixed to the column 101, and a brace fixing portion 3 fixed to the end portion 103A of the brace 103. and are integrally formed. As a material for the bracing hardware 1, a high-rigidity member such as a metal plate such as steel plate, a synthetic resin plate such as FRP, or the like is used.

筋交い固定部3は、中央部分に、複数の、扇形状の開口4aが周方向に並んで円形状に配置されている板状のベース部4と、開口4aの形状に対応する扇形状を有する複数の取付板片部5と、ベース部4と取付板片部5とに直交する方向に延び各開口4aの外周縁と各取付板片部5の外側縁とを結合する複数の結合片部6とを備える。 The brace fixing part 3 has a plate-like base part 4 in which a plurality of fan-shaped openings 4a are arranged in a circular shape in the central part, and a fan shape corresponding to the shape of the openings 4a. a plurality of mounting plate piece portions 5; and a plurality of connecting piece portions extending in a direction perpendicular to the base portion 4 and the mounting plate piece portion 5 and connecting the outer peripheral edge of each opening 4a and the outer edge of each mounting plate piece portion 5. 6.

なお、ベース部4の中央には開孔4bが形成されているが、この開孔4bは、後述するように成形時に減衰材を充填する場合に減衰材をスムーズに充填できるようにするパイロット孔で、省略することも可能である。 An opening 4b is formed in the center of the base portion 4. This opening 4b is a pilot hole for smoothly filling the damping material when the damping material is filled during molding as described later. and can be omitted.

各取付片部5は、ベース部4と所定の間隔を経てベース部4と略平行に配置され、取付孔5aが2つずつ設けられている。なお、取付孔5aは、取付板片部5の長手方向端部付近に設けられている。 Each mounting piece portion 5 is arranged substantially parallel to the base portion 4 with a predetermined gap therebetween, and is provided with two mounting holes 5a. The mounting holes 5a are provided near the ends of the mounting plate piece 5 in the longitudinal direction.

結合片部6は、上端部が各開口4aの外周縁の周面に、下端部が各取付板片部5の外側縁の周面にそれぞれ厚さ方向全体に亘って接合され、ベース部4と各取付板片部5とを結合している。 The connecting piece portion 6 has its upper end portion joined to the peripheral surface of the outer peripheral edge of each opening 4a and its lower end portion joined to the peripheral surface of the outer peripheral edge of each mounting plate piece portion 5 over the entire thickness direction. and each mounting plate piece portion 5 are connected.

また、ベース部4に直交する方向から見て、開口4aの内周縁と、取付板片部5の外側縁との間には、結合片部6が設けられている部位を除き、隙間が形成されている。 A gap is formed between the inner peripheral edge of the opening 4a and the outer edge of the mounting plate piece portion 5 as viewed from the direction perpendicular to the base portion 4, except for the portion where the connecting piece portion 6 is provided. It is

このような構造であれば、ベース部4の一部を打ち抜いて、成形できるので、製作コスト低減に有利である。 With such a structure, a part of the base portion 4 can be punched out and molded, which is advantageous in reducing manufacturing costs.

そして、柱固定部2には、柱固定部2を複数の第1固定部材11(例えば木ネジ)により柱101の側面に固定するための複数の取付孔2aが開設されている(図7及び図8参照)一方、筋交い固定部3の各取付板片部5には、筋交い固定部3を、開口4aを通じて複数の第2固定部材12(例えば、木ねじ)により筋交い103の端部103Aの側面に固定するための複数の取付孔5aが設けられている。 A plurality of mounting holes 2a are formed in the column fixing portion 2 for fixing the column fixing portion 2 to the side surface of the column 101 by a plurality of first fixing members 11 (for example, wood screws) (FIGS. 7 and 8). (See FIG. 8) On the other hand, on each mounting plate piece 5 of the brace fixing portion 3, the brace fixing portion 3 is attached to the side surface of the end portion 103A of the brace 103 by a plurality of second fixing members 12 (for example, wood screws) through the openings 4a. A plurality of mounting holes 5a are provided for fixing to.

なお、取付孔2aは、柱101に接する側に突出するようにエンボス加工が施されている(図6~図8参照)。このエンボス加工された突出部分は、柱101に食い込む効果があり、取付位置がずれないようになる。 The mounting hole 2a is embossed so as to protrude toward the side contacting the column 101 (see FIGS. 6 to 8). This embossed protruding portion has an effect of biting into the column 101, so that the mounting position is not deviated.

柱固定部2は、図5に示すように、ベース部4に対しその一辺からベース部4に直交する方向に屈曲して延びている。なお、第1及び第2固定部材11,12は、それぞれ木ねじの代わりに、釘などを用いることもできる。 As shown in FIG. 5 , the column fixing portion 2 extends from one side of the base portion 4 while being bent in a direction perpendicular to the base portion 4 . Nails or the like may be used instead of wood screws for the first and second fixing members 11 and 12, respectively.

柱固定部2から筋交い固定部3のベース部4に亘っての屈曲部には、柱固定部2の両側部(取付孔2aが設けられている部分の外側)から筋交い固定部3のベース部4の両側部に亘って延びる、補強部としてのビード8が設けられている。このビード8により、面外剛性が向上して、柱固定部2は曲がりにくくなり、その結果として、取付固定されている柱101から、第1固定部材11の浮き上がりが抑制される。 At the bent portion from the column fixing portion 2 to the base portion 4 of the brace fixing portion 3, both sides of the column fixing portion 2 (outside the portion where the mounting hole 2a is provided) to the base portion of the brace fixing portion 3 A bead 8 is provided as a reinforcing part extending over both sides of 4 . The bead 8 improves the out-of-plane rigidity and makes the column fixing portion 2 less likely to bend.

なお、柱固定部2が曲がりにくくなればよいので、ビードは柱固定部2のみに形成するようにしてもよいし、ビードに代えて、図9に示すように、両側部(両側縁部)に補強部として板部28を設けるようにすることもできる。この板部28は、曲げ加工により形成してもよいし、溶接加工により板材を接合して形成するようにしてもよい。 Since it is sufficient that the column fixing portion 2 is less likely to bend, the beads may be formed only on the column fixing portion 2. Instead of the beads, as shown in FIG. It is also possible to provide a plate portion 28 as a reinforcing portion. The plate portion 28 may be formed by bending, or may be formed by joining plate materials by welding.

このようにすれば、地震や台風の横揺れ時など、木造建物にエネルギ(水平力)Pが入力されて、柱101が変形すると、柱101に固定された筋交い金物1の柱固定部3から延びるベース部4と、これに平行に配置され結合片部5を介して結合され筋交い103の端部103Aに固定される取付板片部5との間にずれ(相対変位)が生じるが、かかるずれは、結合片部6の変形によって解消され、もってエネルギを吸収(消費)することができる。 In this way, when an energy (horizontal force) P is input to the wooden building during rolling of an earthquake or a typhoon, and the column 101 is deformed, the column fixing portion 3 of the bracing hardware 1 fixed to the column 101 will be deformed. A displacement (relative displacement) occurs between the extending base portion 4 and the mounting plate piece portion 5 which is arranged parallel to the base portion 4 and which is connected via the connecting piece portion 5 and fixed to the end portion 103A of the brace 103. The displacement is eliminated by deformation of the connecting piece 6, thereby absorbing (consuming) energy.

この実施形態の筋交い金物1では、取付板片部5を、ベース部4に対しベース部4から柱固定部3が延びる方向と反対側に配置させているが、柱101の側面に対する筋交い103の位置に合わせて、取付板片部5を柱固定部3が延びる方向と同じ側に配置させるようにしてもよい。 In the brace 1 of this embodiment, the mounting plate piece 5 is arranged on the side opposite to the direction in which the column fixing portion 3 extends from the base portion 4 with respect to the base portion 4. Depending on the position, the mounting plate piece portion 5 may be arranged on the same side as the direction in which the column fixing portion 3 extends.

以上のとおり、図面を参照しながら本発明の好適な実施形態を説明したが、本発明の趣旨を逸脱しない範囲内で、種々の変更が可能である。例えば、次のように変更して実施することができる。
(i)図9及び図10に示すように、柱固定部2の取付孔2aだけでなく、取付片部5’の取付孔5a’もエンボス加工により形成することもでき、ビードに代えて、板部とすることも可能である。
(ii)筋交い固定部23は、図11に示すように、中央に円形状の開口24aを有するベース部24と、ベース部24と離れて開口24aの周方向に沿って配置され取付孔25aが設けられている複数の、扇形状の取付板片部25と、開口24aの内周縁と取付板片部25の外側縁の中央部分とを結合しベース部24に直交する方向に延びる複数の結合片部26とを備える構造とすることができる。この場合には、柱固定部2の取付孔2aだけでなく、取付片部25の取付孔もエンボス加工により形成することもできる。また、取付片部25の取付孔だけをエンボス加工により形成するようにしてもよい。
(iii)図12(a)(b)に示すように、ベース部4と複数の取付片部5との間(の空間部分)に、それらに加硫接着される減衰材31(例えば、高減衰ゴムなどの弾性体や粘弾性体)が充填されている構造とすることもできる。このようにすれば、複数の結合片部6と減衰材31とが協力することでエネルギ吸収性能が向上するので、耐震性能や制震性能に対する信頼性を大きく高めることができる。
As described above, the preferred embodiments of the present invention have been described with reference to the drawings, but various modifications can be made without departing from the scope of the present invention. For example, it can be implemented by changing as follows.
(i) As shown in FIGS. 9 and 10, not only the mounting hole 2a of the column fixing portion 2 but also the mounting hole 5a' of the mounting piece portion 5' can be formed by embossing. A plate portion is also possible.
(ii) As shown in FIG. 11, the bracing fixing portion 23 includes a base portion 24 having a circular opening 24a in the center, and a mounting hole 25a disposed along the circumferential direction of the opening 24a away from the base portion 24. A plurality of fan-shaped mounting plate pieces 25 provided, and a plurality of joints extending in a direction perpendicular to the base portion 24 by connecting the inner peripheral edge of the opening 24 a and the central portion of the outer edge of the mounting plate piece 25 . The structure may include a piece 26 . In this case, not only the mounting hole 2a of the column fixing portion 2 but also the mounting hole of the mounting piece portion 25 can be formed by embossing. Alternatively, only the mounting holes of the mounting piece portion 25 may be formed by embossing.
(iii) As shown in FIGS. 12(a) and 12(b), a damping material 31 (e.g., a damping material 31) vulcanized and adhered between (the space between) the base portion 4 and the plurality of mounting piece portions 5. A structure filled with an elastic body such as damping rubber or a viscoelastic body can also be used. In this way, the plurality of connecting pieces 6 and the damping material 31 work together to improve the energy absorption performance, so that the reliability of the seismic resistance and damping performance can be greatly enhanced.

つまり、小さいエネルギ入力に対しては、減衰材31がエネルギを吸収し、大きなエネルギ入力に対しては、各結合片部6と、充填された減衰材31とがハイブリッドにエネルギを大きく吸収する。 That is, for a small energy input, the damping material 31 absorbs energy, and for a large energy input, each coupling piece 6 and the filled damping material 31 absorb a large amount of energy in the hybrid.

このように、木造建物の柱101(構造材)と筋交い103との間に、筋交い金物1を適用することにより、地震や台風などによって木造建物に入力されるエネルギを減衰材31や結合片部6の変形により吸収することができる。よって、減衰材31を付加することにより、エネルギの吸収性能を大きく確保することができ、耐震性能や制振性能に対する信頼性を大きく高めることができる。 In this way, by applying the brace hardware 1 between the pillar 101 (structural material) and the brace 103 of the wooden building, the energy input to the wooden building due to an earthquake or a typhoon can be absorbed by the damping material 31 or the connecting pieces. It can be absorbed by the deformation of 6. Therefore, by adding the damping material 31, it is possible to ensure a large energy absorption performance, and to greatly improve the reliability of the seismic resistance performance and the vibration damping performance.

この実施の形態では、減衰材31の一部が、金物の表面を覆うようにしているが、ベース部4と取付片部5との間だけに設けるようにすることも可能である。
(iv)図13に示すように、各取付片部5’’が1つの取付孔5a’を中央部に有し、1つの結合片部6でベース部4に結合されるようにすることも可能である。また、取付片部5の数も4つに限定されない。
(v)図14~図17に示すように、取付板片部5の取付孔5aだけでなく、柱固定部2の取孔2a’も、取付板片部5の取付孔5aと同様に、エンボス加工しない通常の孔とすることもできる。この場合、具体的に図示していないが、厚さ0.5mm程度の薄い減衰材層で前記構造材固定部の前記構造材側の面及び前記筋交い固定部における前記取付片部の前記筋交い側の面が被覆され、この減衰材層によるグリップ効果が、取付孔をエンボス加工したことによる食い込み効果に変わることになる。
In this embodiment, part of the damping material 31 covers the surface of the hardware, but it is also possible to provide it only between the base part 4 and the attachment piece part 5 .
(iv) As shown in FIG. 13, each mounting piece portion 5'' may have one mounting hole 5a' in the central portion and be connected to the base portion 4 by one connecting piece portion 6. It is possible. Also, the number of mounting pieces 5 is not limited to four.
(v) As shown in FIGS. 14 to 17, not only the mounting hole 5a of the mounting plate piece 5, but also the hole 2a' of the column fixing portion 2 is similar to the mounting hole 5a of the mounting plate piece 5. It can also be a regular hole that is not embossed. In this case, although not specifically illustrated, a thin damping material layer having a thickness of about 0.5 mm may be applied to the surface of the structural member fixing portion on the structural member side and the brace side of the attachment piece portion of the brace fixing portion. , and the gripping effect of this layer of damping material is replaced by the biting effect of the embossed mounting holes.

前記減衰材による減衰材層は、前記ベース部と前記取付片部との間に減衰材を充填する場合には、その充填剤の一部によって被覆することができる。なお、4b,4cは成形時に減衰材が出入りするパイロット孔で、省略することも可能である。 The damping material layer of the damping material can be covered with a portion of the filling material when the damping material is filled between the base portion and the attachment piece portion. Incidentally, 4b and 4c are pilot holes through which the damping material enters and exits during molding, and can be omitted.

1 筋交い金物
2 柱固定部
2a,2a’ 取付孔
3,23 筋交い固定部
4,24 ベース部
4a,24a 開口
4b,4c 開孔
5,5’、5’’,25 取付板片部
5a,5a’,25a 取付孔
6,26 結合片部
7 仕切り部
7A,7B 部分
8 ビード
11 第1固定部材
12 第2固定部材
101 柱
102 土台
103 筋交い
103A 筋交いの端部
Reference Signs List 1 Brace hardware 2 Column fixing parts 2a, 2a' Mounting holes 3, 23 Brace fixing parts 4, 24 Base parts 4a, 24a Openings 4b, 4c Openings 5, 5', 5'', 25 Mounting plate pieces 5a, 5a ', 25a attachment hole 6, 26 coupling piece 7 partition 7A, 7B portion 8 bead 11 first fixing member 12 second fixing member 101 pillar 102 base 103 brace 103A brace end

Claims (9)

木造建物の鉛直方向または水平方向に延びる構造材と前記構造材に対し傾斜する方向に延びる筋交いの間に取り付けられる筋交い金物であって、
前記構造材に第1の固定部材により固定される構造材固定部と、
前記筋交いの端部に第2の固定部材により固定される筋交い固定部とを備えるものであり、
前記筋交い固定部は、
仕切り部によって仕切られる複数の扇形状の開口が周方向に並んで配置されているベース部と、
前記開口に対応する形状を有し前記ベース部と離れて前記開口と対向して配置され取付孔が設けられている取付板片部と、
前記開口の外周縁と前記取付板片部の外側縁とを結合し前記ベース部に直交する方向に延びる結合片部とを備えることを特徴とする筋交い金物。
A brace fitting attached between a structural member extending in the vertical or horizontal direction of a wooden building and a brace extending in a direction inclined with respect to the structural member,
a structural member fixing portion fixed to the structural member by a first fixing member;
a brace fixing portion fixed to an end portion of the brace by a second fixing member;
The brace fixing part
a base portion in which a plurality of fan-shaped openings partitioned by the partition portion are arranged side by side in the circumferential direction;
a mounting plate piece portion having a shape corresponding to the opening and having a mounting hole disposed facing the opening apart from the base portion;
A bracing hardware, comprising: a connecting piece portion connecting an outer peripheral edge of the opening and an outer edge of the mounting plate piece portion and extending in a direction orthogonal to the base portion.
少なくとも前記ベース部と前記取付板片部との間に、減衰材が充填されている、請求項1に記載の筋交い金物。 2. The bracing hardware according to claim 1, wherein a damping material is filled at least between said base portion and said mounting plate piece portion . 前記構造材固定部の前記構造材側の面及び前記筋交い固定部における前記取付板片部の前記筋交い側の面は、前記減衰材による減衰材層によって被覆されている、請求項2に記載の筋交い金物。 3. A damping material layer according to claim 2, wherein a surface of the structural material fixing portion on the structural material side and a surface of the mounting plate piece portion on the brace fixing portion on the brace side are covered with a damping material layer of the damping material. bracing hardware. 前記構造材固定部は、両側部にビード状あるいは板状の補強部が設けられている、請求項1乃至3いずれか1項に記載の筋交い金物。 The bracing hardware according to any one of claims 1 to 3, wherein the structural member fixing portion is provided with bead-shaped or plate-shaped reinforcing portions on both sides thereof. 前記ベース部に直交する方向から見て、前記開口の内周縁と、前記取付板片部の外側縁との間には、前記結合片部が設けられている部位を除き、隙間が形成されている、請求項1乃至4のいずれか1項に記載の筋交い金物。 A gap is formed between the inner peripheral edge of the opening and the outer edge of the mounting plate piece as viewed from the direction orthogonal to the base portion, except for the portion where the coupling piece is provided. 5. The bracing hardware according to any one of claims 1-4, wherein 木造建物の鉛直方向または水平方向に延びる構造材と前記構造材に対し傾斜する方向に延びる筋交いの間に取り付けられる筋交い金物であって、
前記構造材に取付孔を通じて第1の固定部材により固定される構造材固定部と、
前記筋交いの端部に取付孔を通じて第2の固定部材により固定される筋交い固定部とを備えるものであり、
前記筋交い固定部は、
中央に開口を有するベース部と、
前記ベース部と離れて前記開口の周方向に沿って配置され取付孔が設けられている取付板片部と、
前記開口の周縁と前記取付板片部の外側縁とを結合し前記ベース部に直交する方向に延びる複数の結合片部とを備えることを特徴とする筋交い金物。
A brace fitting attached between a structural member extending in the vertical or horizontal direction of a wooden building and a brace extending in a direction inclined with respect to the structural member,
a structural member fixing portion fixed to the structural member by a first fixing member through an attachment hole;
a brace fixing portion fixed by a second fixing member through a mounting hole at the end of the brace;
The brace fixing part
a base portion having an opening in the center;
a mounting plate piece portion separated from the base portion and arranged along the circumferential direction of the opening and provided with a mounting hole;
A bracing metal fitting comprising a plurality of connecting piece portions connecting a peripheral edge of the opening and an outer edge of the mounting plate piece portion and extending in a direction perpendicular to the base portion.
前記構造材固定部の取付孔は、前記構造材側に突出する突出部分を有するようにエンボス加工されたものである、請求項6に記載の筋交い金物。 7. The bracing hardware according to claim 6, wherein the attachment hole of said structural member fixing portion is embossed so as to have a protruding portion protruding toward said structural member. 前記筋交い固定部における前記取付板片部の取付孔は、前記筋交い側に突出する突出部分を有するようにエンボス加工されたものである、請求項6又は7に記載の筋交い金物。 The brace fitting according to claim 6 or 7, wherein the mounting hole of the mounting plate piece portion of the brace fixing portion is embossed so as to have a projecting portion projecting toward the brace. 鉛直方向に延びる第1構造材と水平方向に延びる第2構造材が突き合わされて接合され、その接合部分に前記両構造材に対し傾斜する方向に延びる筋交いが配置されている木造建物の接合構造であって、
請求項1~8のいずれか1項に記載の筋交い金物が用いられ、
前記第1構造材または第2構造材に対し構造材固定部が第1の固定部材により固定され、前記筋交いの端部の側面に対し筋交い固定部が第2の固定部材により固定されていることを特徴とする木造建物の接合構造。
Joint structure of a wooden building in which a first structural member extending in a vertical direction and a second structural member extending in a horizontal direction are butted and joined, and a brace extending in a direction inclined with respect to the two structural members is arranged at the joining portion and
The bracing hardware according to any one of claims 1 to 8 is used,
The structural member fixing portion is fixed to the first structural member or the second structural member by a first fixing member, and the brace fixing portion is fixed to the side surface of the end portion of the brace by a second fixing member. A joint structure of a wooden building characterized by:
JP2019206131A 2019-11-14 2019-11-14 Bracing hardware and joint structure of wooden building using it Active JP7278587B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2019206131A JP7278587B2 (en) 2019-11-14 2019-11-14 Bracing hardware and joint structure of wooden building using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2019206131A JP7278587B2 (en) 2019-11-14 2019-11-14 Bracing hardware and joint structure of wooden building using it

Publications (2)

Publication Number Publication Date
JP2021080635A JP2021080635A (en) 2021-05-27
JP7278587B2 true JP7278587B2 (en) 2023-05-22

Family

ID=75965539

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2019206131A Active JP7278587B2 (en) 2019-11-14 2019-11-14 Bracing hardware and joint structure of wooden building using it

Country Status (1)

Country Link
JP (1) JP7278587B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017133308A (en) 2016-01-29 2017-08-03 学校法人都築教育学園 Connection damper and method of manufacturing the same

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09273240A (en) * 1996-04-05 1997-10-21 Oyo Kikaku:Kk Sheet spring, combined sheet spring, spring panel
JP3307535B2 (en) * 1996-04-30 2002-07-24 株式会社国元商会 Bracing equipment for wooden buildings
JP3872881B2 (en) * 1997-10-31 2007-01-24 住友林業株式会社 Brace fixing bracket and brace fixing method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017133308A (en) 2016-01-29 2017-08-03 学校法人都築教育学園 Connection damper and method of manufacturing the same

Also Published As

Publication number Publication date
JP2021080635A (en) 2021-05-27

Similar Documents

Publication Publication Date Title
JP4592145B2 (en) Damping damper and manufacturing method thereof
JP2007297845A (en) Vibration control proof stress wall structure
JP7278587B2 (en) Bracing hardware and joint structure of wooden building using it
JP3664611B2 (en) Seismic structure of wooden buildings
JP4585470B2 (en) Reinforcing members and reinforcing structures for buildings and structures
JP3931944B2 (en) Damping damper and its installation structure
JP2000160683A (en) Aseismatic reinforcing structure of wooden house
JPH11153194A (en) Damping member integrating elasto-plastic and visco-elastic damper
JP5777036B1 (en) Joint structure of brace and wooden building
JP2018091128A (en) Energy absorption mechanism and wooden building
JP4956340B2 (en) Building or building reinforcement
JP2002030828A (en) Brace damper
JP2018021409A (en) Vibration control device and building
JP4727710B2 (en) Hysteresis damper and wall of wooden structure
JP3244887U (en) Vibration damping structure
JP3209800U (en) Damping structure and damping panel
JP2006336260A (en) Vibration control fitting and connection section structure of wooden house
JP4878338B2 (en) Reinforcement structure of buildings and structures
JP2005350937A (en) Reinforcing structure and reinforcing member for building or structure
JP4889050B2 (en) Reinforcing members and reinforcing structures for buildings and structures
JP7371824B2 (en) Building load-bearing wall structure and building load-bearing wall construction method
JP5270478B2 (en) Damping structure of buildings
CN110952654B (en) Method for connecting prefabricated parts in assembled flexible building structure
JP7128086B2 (en) External wall panel mounting structure
JP6037298B1 (en) Energy absorption mechanism

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20200401

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20200401

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20220601

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20230213

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20230221

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20230307

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20230411

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20230428

R150 Certificate of patent or registration of utility model

Ref document number: 7278587

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150