JP2020193456A - Reinforcing metal fitting - Google Patents

Reinforcing metal fitting Download PDF

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JP2020193456A
JP2020193456A JP2019098335A JP2019098335A JP2020193456A JP 2020193456 A JP2020193456 A JP 2020193456A JP 2019098335 A JP2019098335 A JP 2019098335A JP 2019098335 A JP2019098335 A JP 2019098335A JP 2020193456 A JP2020193456 A JP 2020193456A
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brace
curved surface
fixing portion
horizontal member
folded curved
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JP7406763B2 (en
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紳一郎 山口
Shinichiro Yamaguchi
紳一郎 山口
洋介 田所
Yosuke Tadokoro
洋介 田所
邦生 吉田
Kunio Yoshida
邦生 吉田
綾那 久積
Ayana Hisazumi
綾那 久積
佐藤 圭一
Keiichi Sato
圭一 佐藤
清水 信孝
Nobutaka Shimizu
信孝 清水
達也 御手洗
Tatsuya Mitarai
達也 御手洗
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Nippon Steel Corp
Tatsumi Corp
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Nippon Steel Corp
Tatsumi Corp
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Abstract

To provide a reinforcing metal fitting capable of tenaciously exhibiting bearing force even when repeated earthquakes occur by relieving stress concentration near a fixed part fixed to a brace and suppressing splitting of the brace and slipping-out of a fixing member.SOLUTION: A reinforcing metal fitting comprises a column member fixing part 1, a horizontal member fixing part 2, and a brace fixing part 3, wherein the column member fixing part 1 and the brace fixing part 3 are connected via a column member side deformation part 4 which is deformed when a tensile force in an axial direction is applied to a brace 32; the column member side deformation part 4 comprises a first bent surface part 4a protruded from the column member fixing part 1 in a bent state, a second bent surface part 4b protruded in a bent state from the brace fixing part 3 and connected to the first bent surface part 4a, and a vertical ridge part 4c formed at the connection part.SELECTED DRAWING: Figure 1

Description

本発明は、木造軸組構造物における筋交いを補強するための補強金具に関するものである。 The present invention relates to a reinforcing metal fitting for reinforcing a brace in a wooden frame structure.

従来、木造軸組工法を用いた建築物は、耐震性の向上を目的として一定の割合で柱材間に筋交いを入れることが義務付けられている。 Conventionally, in buildings using the wooden frame construction method, it is obligatory to insert braces between columns at a constant ratio for the purpose of improving earthquake resistance.

この筋交いは、一般的には、釘や鎹を用いて柱材と梁や土台などの横架材との仕口部付近に接合固定されるが、この釘や鎹だけの固定では大きな揺れが生じた場合に、筋交いが外れてしまうおそれがある。 Generally, this brace is joined and fixed near the joint between the pillar material and the horizontal member such as the beam or the base using nails or braces, but fixing only with these nails or braces causes a large shake. If it does occur, the brace may come off.

そのため、従来、このような筋交いが外れてしまうことを防止するため、補強金具(筋交い金具や筋交い金物とも言う。)を用いて筋交いを補強することも行われている。 Therefore, conventionally, in order to prevent such a brace from coming off, a reinforcing metal fitting (also referred to as a brace metal fitting or a brace hardware) is used to reinforce the brace.

この筋交いを補強する補強金具として、例えば特許文献1に示すようなものがある。 As a reinforcing metal fitting for reinforcing the brace, for example, there is one as shown in Patent Document 1.

この特許文献1に示される筋かい固定金具(以下、従来例と称す。)は、筋かいの一面に当接固定される筋かい当接部と、鉛直材の一面に当接固定される鉛直材当接固定部と、横架材の一面に当接固定される横架材当接固定部とがそれぞれ互いに垂直になるように一枚の金属板により折曲形成され、それぞれの当接固定部には複数の取付用孔が設けられていて、この取付用孔を介して釘やビスなどの固定部材で各当接固定部を固定対象の柱材に当接固定することで、筋かいを鉛直材及び横架材の接合部に強固に固定することができるように構成されているものである。 The brace fixing bracket (hereinafter referred to as a conventional example) shown in Patent Document 1 has a brace contact portion that is abutted and fixed to one surface of the brace and a vertical that is abutted and fixed to one surface of a vertical material. The material contact fixing part and the horizontal material contact fixing part to be abutted and fixed to one surface of the horizontal material are bent and formed by one metal plate so as to be perpendicular to each other, and the respective abutment fixing parts are formed. A plurality of mounting holes are provided in the portion, and each abutting fixing portion is abutted and fixed to a pillar material to be fixed with a fixing member such as a nail or a screw through the mounting holes, thereby bracing. Is configured so that it can be firmly fixed to the joint portion of the vertical material and the horizontal material.

特開平11−107368号公報Japanese Unexamined Patent Publication No. 11-107368

しかしながら、従来例のような構造の補強金具を用いて筋交いを補強した場合、筋交いの耐力が過度に上がってしまい、例えば筋交いに大きな軸方向の引張力が作用した際に、この引張力の応力が筋交いに固定される補強金具の固定(接合)部付近に集中して、筋交いに割裂が生じたり、補強金具を筋交いに固定している固定部材(釘やビスなど)が抜け出したりして、筋交いによる補強作用が著しく低下してしまうため、大きな応力が繰り返し作用するような状況になった際に、十分な耐震性を保持することができなくなるおそれがある。 However, when the brace is reinforced by using a reinforcing metal fitting having a structure as in the conventional example, the proof stress of the brace is excessively increased. For example, when a large axial tensile force acts on the brace, the stress of this tensile force is applied. Is concentrated near the fixing (joining) part of the reinforcing metal fittings that are fixed to the brace, causing splits in the brace, or the fixing members (nails, screws, etc.) that fix the reinforcing metal fittings to the brace come out. Since the reinforcing action due to the brace is significantly reduced, it may not be possible to maintain sufficient proof stress when a situation in which a large stress repeatedly acts.

本発明は、このような現状に鑑みなされたものであり、筋交いに軸方向の引張力が作用しても、この筋交いに固定される補強金具の固定(接合)部付近への応力の集中を緩和し、筋交いの割裂や固定部材の抜け出しを抑制し、筋交いの補強作用を保持しながら、繰り返し地震が作用した場合も十分な耐震性を保持することができる画期的な補強金具を提供することを目的とする。 The present invention has been made in view of such a current situation, and even if an axial tensile force acts on the brace, the stress is concentrated near the fixing (joining) portion of the reinforcing metal fitting fixed to the brace. Providing epoch-making reinforcing metal fittings that can alleviate, suppress the splitting of braces and pull out of fixing members, maintain the reinforcing action of braces, and maintain sufficient seismic resistance even when repeated earthquakes occur. The purpose is.

添付図面を参照して本発明の要旨を説明する。 The gist of the present invention will be described with reference to the accompanying drawings.

木造軸組構造物における柱材30と横架材31とこの間の筋交い32とを固定する補強金具であって、前記柱材30に固定される柱材固定部1と、前記横架材31に固定される横架材固定部2と、前記筋交い32に固定される筋交い固定部3とを備え、前記柱材固定部1と前記筋交い固定部3とは、前記筋交い32に軸方向の引張力が作用した際に変形する柱材側変形部4を介して連設されており、この柱材側変形部4は、前記柱材固定部1にこの柱材固定部1の前記柱材30との接合面側と反対側に向かって折曲状態に突設される第一折曲面部4aと、前記筋交い固定部3にこの筋交い固定部3の前記筋交い32との接合面側と反対側に向かって折曲状態に突設され前記第一折曲面部4aと連設される第二折曲面部4bと、この第一折曲面部4aと第二折曲面部4bとの連設部に形成される縦方向稜線部4cとからなることを特徴とする補強金具に係るものである。 Reinforcing metal fittings for fixing the column member 30 and the horizontal member 31 and the brace 32 between them in the wooden frame structure, to the column member fixing portion 1 fixed to the column member 30 and the horizontal member 31. A horizontal member fixing portion 2 to be fixed and a brace fixing portion 3 fixed to the brace 32 are provided, and the column member fixing portion 1 and the brace fixing portion 3 have an axial tensile force on the brace 32. The pillar material side deformed portion 4 is continuously provided via the pillar material side deformed portion 4 that deforms when the sword acts, and the pillar material side deformed portion 4 is connected to the pillar material fixing portion 1 with the pillar material 30 of the pillar material fixing portion 1. The first folded curved surface portion 4a projecting in a bent state toward the side opposite to the joint surface side of the brace, and the brace fixing portion 3 on the side opposite to the joint surface side of the brace fixing portion 3 with the brace 32. It is formed in a second folded curved surface portion 4b that is projected in a bent state and is connected to the first folded curved surface portion 4a, and a continuous portion between the first folded curved surface portion 4a and the second folded curved surface portion 4b. The present invention relates to a reinforcing metal fitting including a vertical ridge line portion 4c to be formed.

また、前記柱材固定部1、前記横架材固定部2、前記筋交い固定部3及び前記柱材側変形部4は、一枚の金属板材から成形されていて、前記柱材固定部1、前記横架材固定部2及び前記柱材固定部1と前記横架材固定部2との間に設けられる前記筋交い固定部3は、夫々平板状に形成され、前記柱材側変形部4は、折曲板状に形成され、一側端縁が前記柱材固定部1に連設され他側端縁が前記筋交い固定部3に連設されていることを特徴とする請求項1記載の補強金具に係るものである。 Further, the pillar material fixing portion 1, the horizontal member fixing portion 2, the brace fixing portion 3 and the pillar material side deformed portion 4 are molded from one metal plate material, and the pillar material fixing portion 1, The brace fixing portion 2 provided between the horizontal member fixing portion 2 and the pillar material fixing portion 1 and the horizontal member fixing portion 2 is formed in a flat plate shape, respectively, and the pillar material side deformed portion 4 is formed. The first aspect of the present invention, wherein the one side edge is connected to the column member fixing portion 1 and the other side edge is connected to the brace fixing portion 3. It is related to reinforcing metal fittings.

また、前記第一折曲面部4aは、前記柱材固定部1の一側縁部に折曲突出形成されていて、前記第二折曲面部4bは、前記筋交い固定部3の一側縁部に折曲突出形成されていて、この第一折曲面部4aと第二折曲面部4bとの連設部の折曲角部が前記縦方向稜線部4cとして形成されていることを特徴とする請求項1,2のいずれか1項に記載の補強金具に係るものである。 Further, the first folded curved surface portion 4a is formed with a bent protrusion on one side edge portion of the pillar material fixing portion 1, and the second folded curved surface portion 4b is a one side edge portion of the brace fixing portion 3. The bent protrusion is formed in the above direction, and the bent corner portion of the connecting portion between the first folded curved surface portion 4a and the second folded curved surface portion 4b is formed as the vertical ridge line portion 4c. It relates to the reinforcing metal fitting according to any one of claims 1 and 2.

また、前記柱材側変形部4は、L字状若しくはく字状又はへ字状に折曲形成されてなり、鉛直方向に延びる一条の前記縦方向稜線部4cを有することを特徴とする請求項3記載の補強金具に係るものである。 The claim 4 is characterized in that the column member side deformed portion 4 is bent into an L-shape, a dogleg shape, or a V shape, and has a single vertical ridge line portion 4c extending in the vertical direction. It relates to the reinforcing metal fittings described in Item 3.

また、前記柱材側変形部4は、L字状若しくはく字状又はへ字状に折曲形成されてなると共に、前記第一折曲面部4aが、上縁よりも下縁が長い直角台形状に形成され、この第一折曲面部4aに連設される前記第二折曲面部4bが前記第一折曲面部4aの傾斜辺部に沿って前下がり傾斜面に形成され、前記縦方向稜線部4cが前下がり傾斜していることを特徴とする請求項3記載の補強金具に係るものである。 Further, the pillar material side deformed portion 4 is bent into an L-shape, a dogleg shape, or a V shape, and the first folded curved surface portion 4a is a right-angled base having a lower edge longer than the upper edge. The second folded curved surface portion 4b, which is formed in a shape and is continuously provided to the first folded curved surface portion 4a, is formed on a front-down inclined surface along the inclined side portion of the first folded curved surface portion 4a, and is formed in the vertical direction. The present invention relates to the reinforcing metal fitting according to claim 3, wherein the ridge line portion 4c is inclined forward and downward.

また、前記柱材側変形部4は、上縁部及び下縁部のいずれか一方若しくは双方に切欠き部6が設けられていることを特徴とする請求項1〜5のいずれか1項に記載の補強金具に係るものである。 Further, according to any one of claims 1 to 5, the pillar material side deformed portion 4 is provided with a notch portion 6 in either one or both of the upper edge portion and the lower edge portion. It relates to the described reinforcing metal fittings.

また、前記柱材固定部1が設けられている柱材固定部側と、前記横架材固定部2が設けられている横架材固定部側とが前記筋交い固定部3を通る分割線を基準にして線対称に形成されていることを特徴とする請求項1〜6のいずれか1項に記載の補強金具に係るものである。 Further, a dividing line is formed between the column material fixing portion side where the column material fixing portion 1 is provided and the horizontal member fixing portion side where the horizontal member fixing portion 2 is provided passing through the brace fixing portion 3. The reinforcing metal fitting according to any one of claims 1 to 6, wherein the reinforcing metal fitting is formed line-symmetrically with reference to the reference.

また、前記横架材固定部2と前記筋交い固定部3とは、前記筋交い32に軸方向の引張力が作用した際に変形する横架材側変形部5を介して連設されており、この横架材側変形部5は、前記横架材固定部2にこの横架材固定部2の前記横架材31との接合面側と反対側に向かって折曲状態に突設される第三折曲面部5aと、前記筋交い固定部3にこの筋交い固定部3の前記筋交い32との接合面側と反対側に向かって折曲状態に突設され前記第三折曲面部5aと連設される第四折曲面部5bと、この第三折曲面部5aと第四折曲面部5bとの連設部に形成される横方向稜線部5cとからなることを特徴とする請求項1〜7のいずれか1項に記載の補強金具に係るものである。 Further, the horizontal member fixing portion 2 and the brace fixing portion 3 are continuously provided via a horizontal member side deforming portion 5 that deforms when an axial tensile force acts on the brace 32. The horizontal member side deformed portion 5 is projected from the horizontal member fixing portion 2 in a bent state toward the side opposite to the joint surface side of the horizontal member fixing portion 2 with the horizontal member 31. The third folded curved surface portion 5a and the brace fixing portion 3 are projected in a bent state toward the side opposite to the joint surface side of the brace fixing portion 3 with the brace 32, and are connected to the third folded curved surface portion 5a. Claim 1 is characterized by comprising a fourth folded curved surface portion 5b to be provided, and a lateral ridge line portion 5c formed in a continuous portion of the third folded curved surface portion 5a and the fourth folded curved surface portion 5b. The present invention relates to the reinforcing metal fitting according to any one of the items to 7.

また、前記横架材固定部2と前記筋交い固定部3とは、前記筋交い32に軸方向の引張力が作用した際に変形する横架材側変形部5を介して連設されており、この横架材側変形部5は、前記横架材固定部2にこの横架材固定部2の前記横架材31との接合面側と反対側に向かって折曲状態に突設される第三折曲面部5aと、前記筋交い固定部3にこの筋交い固定部3の前記筋交い32との接合面側に向かって折曲状態に突設され前記第三折曲面部5aと連設される第四折曲面部5bと、この第三折曲面部5aと第四折曲面部5bとの連設部に形成される横方向稜線部5cとからなることを特徴とする請求項1〜6のいずれか1項に記載の補強金具に係るものである。 Further, the horizontal member fixing portion 2 and the brace fixing portion 3 are continuously provided via a horizontal member side deforming portion 5 that deforms when an axial tensile force acts on the brace 32. The horizontal member side deformed portion 5 is projected from the horizontal member fixing portion 2 in a bent state toward the side opposite to the joint surface side of the horizontal member fixing portion 2 with the horizontal member 31. The third folded curved surface portion 5a and the brace fixing portion 3 are projected in a bent state toward the joint surface side of the brace fixing portion 3 with the streak 32, and are continuously provided with the third folded curved surface portion 5a. Claims 1 to 6 include a fourth folded curved surface portion 5b and a lateral ridge line portion 5c formed in a continuous portion of the third folded curved surface portion 5a and the fourth folded curved surface portion 5b. It relates to the reinforcing metal fitting described in any one item.

本発明は上述のように構成したから、筋交いに軸方向の引張力が作用しても、筋交いの移動に追従すると共に、この筋交いに固定される補強金具の固定(接合)部付近への応力の集中が緩和され、筋交いの割裂や固定部材の抜け出しが抑制されて、筋交いの補強作用を保持しながら、繰り返し地震が作用した場合も十分な耐震性を保持することができる画期的な補強金具となる。 Since the present invention is configured as described above, even if an axial tensile force acts on the brace, it follows the movement of the brace and stresses near the fixed (joint) portion of the reinforcing metal fitting fixed to the brace. Reinforcement that can alleviate the concentration of braces, suppress the splitting of braces and prevent the fixing members from coming off, and maintain sufficient seismic resistance even when repeated earthquakes occur while maintaining the reinforcing action of braces. It becomes a metal fitting.

実施例1の使用状態を示す斜視図である。It is a perspective view which shows the use state of Example 1. FIG. 実施例1を示す斜視図である。It is a perspective view which shows Example 1. FIG. 実施例1を示す平面図、正面図及び右側面図である。It is a plan view, a front view, and a right side view which show Example 1. FIG. 実施例2を示す斜視図である。It is a perspective view which shows Example 2. FIG. 実施例3を示す斜視図である。It is a perspective view which shows Example 3. FIG. 実施例3を示す図5と別角度の斜視図である。It is a perspective view of a different angle from FIG. 5 which shows Example 3. FIG. 実施例4を示す斜視図である。It is a perspective view which shows Example 4. FIG. 実施例5を示す説明斜視図である。It is explanatory perspective view which shows Example 5. 実施例5を示す図8と別角度の斜視図である。It is a perspective view of a different angle from FIG. 8 which shows Example 5. FIG.

好適と考える本発明の実施形態を、図面に基づいて本発明の作用を示して簡単に説明する。 An embodiment of the present invention that is considered to be suitable will be briefly described by showing the operation of the present invention based on the drawings.

本発明は、柱材固定部1、横架材固定部2及び筋交い固定部3を備え、これらが夫々、柱材30、横架材31及び筋交い32に接合固定される三点止めになっているから、筋交い32が柱材30及び横架材31の夫々に対して固定されることとなり、柱材30若しくは横架材31との二点止めの場合に比べて筋交い32を強固に補強し、耐力壁構面外方向への過度な変形を抑制することができる。 The present invention includes a column material fixing portion 1, a horizontal member fixing portion 2, and a brace fixing portion 3, and these are three-point stoppers that are joined and fixed to the column material 30, the horizontal member 31, and the brace 32, respectively. Therefore, the brace 32 is fixed to each of the column member 30 and the horizontal member 31, and the brace 32 is reinforced more firmly than in the case of the two-point stop with the column member 30 or the horizontal member 31. , Excessive deformation of the bearing wall in the outward direction can be suppressed.

また、本発明は、柱材固定部1と筋交い固定部3とを連設している柱材側変形部4に縦方向稜線部4cを形成し、筋交い32に軸方向の引張力が作用した際に、この柱材側変形部4に曲げ変形とせん断変形との二種類の異なる変形が生じるようにしたから、曲げ変形によって筋交い32の移動に追従すると共に、筋交い固定部3周辺の面内張力を緩和し、ビスや釘などの固定部材20周辺の過度な応力集中を避けることで、木材の割裂を抑制でき、さらに、曲げ変形だけでなく、せん断変形を生じさせることで、補強金具、すなわち、筋交い金物として必要な初期剛性も確保される。 Further, in the present invention, a vertical ridge line portion 4c is formed in the pillar material side deformed portion 4 in which the pillar material fixing portion 1 and the streak fixing portion 3 are continuously provided, and an axial tensile force acts on the streak 32. At that time, since two different types of deformation, bending deformation and shear deformation, are generated in the pillar material side deformation portion 4, the movement of the streak 32 is followed by the bending deformation, and the in-plane around the streak fixing portion 3 is formed. By relaxing the tension and avoiding excessive stress concentration around the fixing member 20 such as screws and nails, it is possible to suppress the splitting of the wood, and by causing not only bending deformation but also shear deformation, the reinforcing metal fittings, That is, the initial rigidity required for the metal fittings is also secured.

しかも、本発明は、柱材固定部1、横架材固定部2及び筋交い固定部3を夫々、柱材30、横架材31及び筋交い32の所定位置に接合固定すると、柱材側変形部4の第一折曲面部4aと第二折曲面部4bによって形成される縦方向稜線部4cが、筋交い固定部3の筋交い32との接合面と非同一面に位置するから、筋交い32に軸方向の引張力が作用した際に、柱材側変形部4が面外変形するので、筋交い固定部3の筋交い32との固定部付近への応力の集中が一層緩和され、この固定部付近における筋交い32の割裂やこの筋交い固定部3を筋交い32に固定するための固定部材20の抜け出しが一層確実に抑制されて、筋交いの補強作用を保持しながら、繰り返し地震が作用した場合も十分な耐震性を保持することができる画期的な補強金具となる。 Moreover, in the present invention, when the pillar material fixing portion 1, the horizontal member fixing portion 2 and the brace fixing portion 3 are joined and fixed at predetermined positions of the pillar material 30, the horizontal member 31 and the brace 32, respectively, the deformed portion on the pillar material side. Since the vertical ridge line portion 4c formed by the first folded curved surface portion 4a and the second folded curved surface portion 4b of 4 is located on a non-identical surface with the joint surface with the brace 32 of the brace fixing portion 3, the axis is aligned with the brace 32. When the tensile force in the direction acts, the deformed portion 4 on the column material side deforms out of the plane, so that the concentration of stress on the brace fixing portion 3 with the brace 32 is further relaxed, and the concentration of stress in the vicinity of the brace 32 is further relaxed. The splitting of the brace 32 and the withdrawal of the fixing member 20 for fixing the brace fixing portion 3 to the brace 32 are more reliably suppressed, and while maintaining the reinforcing action of the brace, sufficient earthquake resistance even when repeated earthquakes act. It will be an epoch-making reinforcing metal fitting that can maintain the property.

本発明の具体的な実施例1について図1〜3に基づいて説明する。 Specific Example 1 of the present invention will be described with reference to FIGS.

本実施例は、木造軸組構造物における筋交い32の補強に用いられる筋交い用補強金具(筋交い金物或いは筋交い金具とも言う。)であり、図1に示すように、柱材30に固定される柱材固定部1と、横架材31に固定される横架材固定部2と、筋交い32に固定される筋交い固定部3とを備え、これらを夫々、柱材30、横架材31及び筋交い32に固定する三点止めタイプに構成されているものである。 This embodiment is a brace reinforcement metal fitting (also referred to as a brace metal fitting or a brace metal fitting) used for reinforcing the brace 32 in a wooden frame structure, and as shown in FIG. 1, a pillar fixed to a column member 30. A member fixing portion 1, a horizontal member fixing portion 2 fixed to the horizontal member 31, and a brace fixing portion 3 fixed to the brace 32 are provided, and these are provided as a pillar member 30, a horizontal member 31, and a brace, respectively. It is configured as a three-point stop type that is fixed to 32.

具体的には、柱材固定部1、横架材固定部2及び筋交い固定部3は、図2に示すように、夫々、平板状に形成されており、本実施例においては、一枚の金属板材を折曲してこれらを一体的に形成した構成とされている。 Specifically, as shown in FIG. 2, the pillar material fixing portion 1, the horizontal member fixing portion 2, and the brace fixing portion 3 are each formed in a flat plate shape, and in this embodiment, one sheet is formed. The structure is such that the metal plate is bent to form these integrally.

より具体的には、筋交い固定部3は、図3に示すように、所定位置にビスや釘などの固定部材20を挿通するための通孔7が複数形成された正面視右下がり傾斜する帯板状に形成されると共に、柱材固定部1が連設される側の端縁が柱材30の長手方向に沿う真っ直ぐな垂直縁に形成され、横架材固定部2が連設される側の端縁が横架材31の長手方向に沿う真っ直ぐな水平縁に形成されている。なお、図1〜3については正面視右下がり傾斜する帯板状に形成した場合について示したが、正面視左下りのように構成を同じくして向きが異なっても問題ない。 More specifically, as shown in FIG. 3, the brace fixing portion 3 is a band inclined downward to the right in the front view in which a plurality of through holes 7 for inserting fixing members 20 such as screws and nails are formed at predetermined positions. In addition to being formed in a plate shape, the end edge on the side where the column member fixing portion 1 is continuously provided is formed as a straight vertical edge along the longitudinal direction of the column member 30, and the horizontal member fixing portion 2 is continuously provided. The side edge is formed as a straight horizontal edge along the longitudinal direction of the cross member 31. It should be noted that FIGS.

また、柱材固定部1及び横架材固定部2は、夫々、所定位置にビスや釘などの固定部材20を挿通するための通孔7が複数形成された方形平板状に形成され、柱材固定部1は、板面が筋交い固定部3の板面に対して概ね直交状態となるようにして筋交い固定部3の垂直縁側に連設され、横架材固定部2は、板面が筋交い固定部3の板面に対して概ね直交状態となるようにして筋交い固定部3の水平縁側に連設されている。 Further, the pillar material fixing portion 1 and the horizontal member fixing portion 2 are each formed in a square flat plate shape in which a plurality of through holes 7 for inserting the fixing members 20 such as screws and nails are formed at predetermined positions. The material fixing portion 1 is continuously provided on the vertical edge side of the brace fixing portion 3 so that the plate surface is substantially orthogonal to the plate surface of the brace fixing portion 3, and the horizontal member fixing portion 2 has a plate surface. It is continuously provided on the horizontal edge side of the brace fixing portion 3 so as to be substantially orthogonal to the plate surface of the brace fixing portion 3.

さらに具体的には、本実施例は、柱材固定部1と横架材固定部2とが同形状に形成されると共に、筋交い固定部3が長手方向中心を通る略45°の軸線L(分割線)を境にして柱材固定部側と横架材固定部側とが線対称形状に形成されており、正面視右上がり傾斜状態に設けられる筋交い32と、正面視右下がり傾斜状態に設けられる筋交い32とのいずれの傾斜状態の筋交い32に区別なく使用することができるように構成されている。 More specifically, in this embodiment, the column member fixing portion 1 and the horizontal member fixing portion 2 are formed in the same shape, and the brace fixing portion 3 passes through the center in the longitudinal direction at a substantially 45 ° axis L ( The column material fixing part side and the horizontal member fixing part side are formed in a line-symmetrical shape with the dividing line) as a boundary, and the brace 32 provided in the front view upward right inclination state and the front view right downward inclination state. It is configured so that it can be used without distinction between the provided brace 32 and the brace 32 in any inclined state.

また、本実施例は、図示するように、柱材固定部1と筋交い固定部3とが、例えば地震などで筋交い32に軸方向の引張力が作用した際に変形する柱材側変形部4を介して一体的に連設され、横架材固定部2と筋交い固定部3とが、同様に筋交い32に軸方向の引張力が作用した際に変形する横架材側変形部5を介して一体的に連設されている。 Further, in this embodiment, as shown in the figure, the column member fixing portion 1 and the brace fixing portion 3 are deformed when an axial tensile force acts on the brace 32 due to, for example, an earthquake. The horizontal member fixing portion 2 and the brace fixing portion 3 are integrally connected to the brace 32 via the horizontal member side deforming portion 5, which is similarly deformed when an axial tensile force is applied to the brace 32. It is integrally connected.

この柱材固定部1と筋交い固定部3とを連設する柱材側変形部4は、柱材固定部1にこの柱材固定部1の柱材30との接合面側と反対側に向かって折曲状態に突設される第一折曲面部4aと、筋交い固定部3にこの筋交い固定部3の筋交い32との接合面側と反対側に向かって折曲状態に突設され第一折曲面部4aと連設される第二折曲面部4bと、この第一折曲面部4aと第二折曲面部4bとの連設部に形成される縦方向稜線部4cとからなる構成とされている。 The column material side deformed portion 4 that connects the column material fixing portion 1 and the streak fixing portion 3 faces the column material fixing portion 1 toward the side opposite to the joint surface side with the column material 30 of the column material fixing portion 1. The first folded curved surface portion 4a projecting in a bent state and the streak fixing portion 3 projecting in a bent state toward the side opposite to the joint surface side of the streak fixing portion 3 with the streak 32. A configuration consisting of a second folded curved surface portion 4b connected to the folded curved surface portion 4a and a vertical ridge line portion 4c formed in the connected portion of the first folded curved surface portion 4a and the second folded curved surface portion 4b. Has been done.

具体的には、柱材側変形部4は、方形平板状に形成される第一折曲面部4aが柱材固定部1の一側縁部から略直角に折曲突出形成され、方形平板状に形成される第二折曲面部4bが筋交い固定部3の一側縁部から略直角に折曲突出形成され、この第一折曲面部4aと第二折曲面部4bとが略90°の角度をなして連設される図3に示すような平面視(上方側から見て)L字状の折曲板状に形成され、この第一折曲面部4aと第二折曲面部4bとの間に形成される鉛直方向に延びる折曲角部を前記縦方向稜線部4cとした構成とされている。 Specifically, in the pillar material side deformed portion 4, the first folded curved surface portion 4a formed in the shape of a square flat plate is formed by bending and projecting substantially at a right angle from one side edge portion of the pillar material fixing portion 1, and has a square flat plate shape. The second folded curved surface portion 4b formed in the above is formed so as to bend and project at a substantially right angle from one side edge portion of the crossing fixing portion 3, and the first folded curved surface portion 4a and the second folded curved surface portion 4b are approximately 90 °. It is formed in an L-shaped bent plate shape in a plan view (viewed from above) as shown in FIG. 3 which is connected at an angle, and the first folded curved surface portion 4a and the second folded curved surface portion 4b The bent angle portion formed between the above and extending in the vertical direction is formed as the vertical ridge line portion 4c.

すなわち、言い換えると、本実施例の柱材側変形部4は、一枚の方形状金属板材を折曲角が略90°となるように二つ折りして形成される平面視L字状の折曲板状体であり、この二つ折りした一面を第一折曲面部4a、他面を第二折曲面部4bとすると共に、この二つ折りにより形成された折り曲げ部を縦方向稜線部4cとした構成とされている。なお、柱材側変形部4は、前述したような平面視L字状の折曲板状のほか、例えば、第一折曲面部4aと第二折曲面部4bとが鈍角若しくは鋭角をなして連設される平面視く字状や、さらに第一折曲面部4aと第二折曲面部4bとの幅寸法が異なる平面視へ字状の折曲板状に形成しても良い。 That is, in other words, the column member side deformation portion 4 of the present embodiment is formed by folding a single rectangular metal plate material in half so that the bending angle is approximately 90 °, and is formed in an L-shaped plan view. It is a curved plate-like body, and one surface folded in half is designated as a first folded curved surface portion 4a, the other surface is designated as a second folded curved surface portion 4b, and the bent portion formed by this folding is designated as a vertical ridge line portion 4c. It is composed. The column member side deformed portion 4 has an L-shaped bent plate shape in a plan view as described above, and for example, the first folded curved surface portion 4a and the second folded curved surface portion 4b form an obtuse angle or an acute angle. It may be formed in a rectangular shape in a plan view that is continuously provided, or in a curved plate shape in a plan view in which the width dimensions of the first folded curved surface portion 4a and the second folded curved surface portion 4b are different.

また、横架材固定部2と筋交い固定部3とを連設する横架材側変形部5は、横架材固定部2にこの横架材固定部2の横架材31との接合面側と反対側に向かって折曲状態に突設される第三折曲面部5aと、筋交い固定部3にこの筋交い固定部3の筋交い32との接合面側と反対側に向かって折曲状態に突設され第三折曲面部5aと連設される第四折曲面部5bと、この第三折曲面部5aと第四折曲面部5bとの連設部に形成される横方向稜線部5cとからなる構成とされている。 Further, the horizontal member side deformed portion 5 in which the horizontal member fixing portion 2 and the brace fixing portion 3 are continuously provided is a joint surface between the horizontal member fixing portion 2 and the horizontal member 31 of the horizontal member fixing portion 2. The third folded curved surface portion 5a projecting in a bent state toward the side opposite to the side, and the brace fixing portion 3 in a bent state toward the side opposite to the joint surface side with the brace 32 of the brace fixing portion 3. A lateral ridge line portion formed in a fourth folded curved surface portion 5b that is projected from the center and connected to the third folded curved surface portion 5a, and a continuous portion between the third folded curved surface portion 5a and the fourth folded curved surface portion 5b. It is configured to consist of 5c.

具体的には、横架材側変形部5は、方形平板状に形成される第三折曲面部5aが横架材固定部2の一側縁部から略直角に折曲突出形成され、方形平板状に形成される第四折曲面部5bが筋交い固定部3の一側縁部から略直角に折曲突出形成される柱材側変形部4と同形状の平面視L字状の折曲板状に形成され、この第三折曲面部5aと第四折曲面部5bとが略90°の角度をなして連設される平面視L字状の折曲板状に形成され、この第三折曲面部5aと第四折曲面部5bとの間に形成される鉛直方向に延びる折曲角部を前記横方向稜線部5cとした構成とされている。 Specifically, in the horizontal member side deformed portion 5, the third folded curved surface portion 5a formed in a square flat plate shape is formed so as to be bent and projected substantially at a right angle from one side edge portion of the horizontal member fixing portion 2, and is square. The fourth folded curved surface portion 5b formed in a flat plate shape is bent at a substantially right angle from one side edge portion of the streak fixing portion 3, and is bent in an L shape in a plan view having the same shape as the pillar material side deformed portion 4 formed. It is formed in a plate shape, and the third folded curved surface portion 5a and the fourth folded curved surface portion 5b are formed in a row at an angle of approximately 90 ° to form an L-shaped bent plate in a plan view. The bent angle portion extending in the vertical direction formed between the three-fold curved surface portion 5a and the fourth-folded curved surface portion 5b is formed as the lateral ridge line portion 5c.

言い換えると、本実施例の横架材側変形部5は、一枚の方形状金属板材を折曲角が略90°となるように二つ折りして形成される平面視L字状の折曲板状体であり、この二つ折りした一面を第三折曲面部5a、他面を第四折曲面部5bとすると共に、この二つ折りにより形成された折り曲げ部を横方向稜線部5cとした構成とされている。なお、横架材側変形部5は、前述したような平面視L字状の折曲板状のほか、例えば、第三折曲面部5aと第四折曲面部5bとが鈍角若しくは鋭角をなして連設される平面視く字状や、さらに第三折曲面部5aと第四折曲面部5bとの幅寸法が異なる平面視へ字状の折曲板状に形成しても良い。 In other words, the horizontal member side deformed portion 5 of the present embodiment is formed by folding one rectangular metal plate material in half so that the bending angle is approximately 90 °, and is formed in an L-shaped plan view. It is a plate-like body, and one surface folded in half is a third folded curved surface portion 5a, the other surface is a fourth folded curved surface portion 5b, and the bent portion formed by the two folding is a lateral ridge line portion 5c. It is said that. The deformed portion 5 on the horizontal member side has an L-shaped bent plate in a plan view as described above, and for example, the third folded curved surface portion 5a and the fourth folded curved surface portion 5b have an obtuse angle or an acute angle. It may be formed in a rectangular shape in a plan view, or in a curved plate shape in a plan view in which the width dimensions of the third folded curved surface portion 5a and the fourth folded curved surface portion 5b are different.

すなわち、本実施例は、柱材固定部1と筋交い固定部3とを連設する柱材側変形部4を形成している第一折曲面部4a及び第二折曲面部4b並びにこの第一折曲面部4aと第二折曲面部4bとにより形成される縦方向稜線部4cと、横架材固定部2と筋交い固定部3とを連設する横架材側変形部5を形成している第三折曲面部5a及び第四折曲面部5b並びにこの第三折曲面部5aと第四折曲面部5bとにより形成される横方向稜線部5cとが、夫々、柱材固定部1、横架材固定部2及び筋交い固定部3の面外に配設される構成として、図1に示すような取り付け状態において、筋交い32に軸方向の引張力が作用した際に、柱材側変形部4の第一折曲面部4a、第二折曲面部4b及び縦方向稜線部4c、並びに横架材側変形部5の第三折曲面部5a、第四折曲面部5b及び横方向稜線部5cが夫々面外変形して、筋交い32の動きに追従すると共に、筋交い固定部3に作用する面内張力を緩和し、過度な耐力上昇を抑制すると共に、筋交い固定部3の筋交い32との固定部分への応力の集中を緩和し、この応力集中による筋交い32の割裂や筋交い固定部3を筋交い32に固定している固定部材20の抜け出しの発生を抑制するように構成されている。 That is, in this embodiment, the first folded curved surface portion 4a and the second folded curved surface portion 4b forming the pillar material side deformed portion 4 in which the pillar material fixing portion 1 and the brace fixing portion 3 are continuously provided, and the first thereof. A vertical ridge line portion 4c formed by the folded curved surface portion 4a and the second folded curved surface portion 4b, and a horizontal member side deformed portion 5 in which the horizontal member fixing portion 2 and the brace fixing portion 3 are continuously provided are formed. The third folded curved surface portion 5a and the fourth folded curved surface portion 5b, and the lateral ridge line portion 5c formed by the third folded curved surface portion 5a and the fourth folded curved surface portion 5b are the pillar material fixing portions 1, respectively. As a configuration in which the horizontal member fixing portion 2 and the brace fixing portion 3 are arranged outside the plane, the column member side deformation occurs when an axial tensile force acts on the brace 32 in the mounting state as shown in FIG. The first folded curved surface portion 4a, the second folded curved surface portion 4b and the vertical ridge line portion 4c of the portion 4, and the third folded curved surface portion 5a, the fourth folded curved surface portion 5b and the lateral ridge line portion of the horizontal member side deformation portion 5. Each of the 5c deforms out of the plane to follow the movement of the brace 32, relax the in-plane tension acting on the brace fixing portion 3, suppress an excessive increase in bearing capacity, and with the brace fixing portion 3. It is configured to alleviate the concentration of stress on the fixed portion and suppress the occurrence of splitting of the brace 32 due to this stress concentration and the occurrence of the fixing member 20 fixing the brace fixing portion 3 to the brace 32.

また、本実施例は、柱材側変形部4及び縦方向稜線部5の夫々の上縁部及び下縁部のいずれか一方若しくは双方に切欠き部6が設けられていて、この切欠き部6により柱材側変形部4及び縦方向稜線部5が、より一層高い張力緩和作用を発揮し、終局時の顕著な耐力上昇を抑制するように構成されている。 Further, in this embodiment, the notch portion 6 is provided in either or both of the upper edge portion and the lower edge portion of the column member side deformed portion 4 and the vertical ridge line portion 5, respectively, and the notch portion 6 is provided. 6 is configured so that the column member side deformed portion 4 and the vertical ridgeline portion 5 exert an even higher tension relaxing action and suppress a remarkable increase in proof stress at the end of the event.

具体的には、本実施例は、柱材側変形部4の上縁部(外側縁部)と、縦方向稜線部5の外側縁部に夫々、切欠き部6が設けられ、この切欠き部6により揺れの終局時に生じる張力を一層緩和すると共に、この切欠き部6の形状(幅)や深さの変更により、本実施例自体の耐力及び剛性を適正値に調整することができるように構成されている。 Specifically, in this embodiment, notches 6 are provided at the upper edge portion (outer edge portion) of the column member side deformed portion 4 and the outer edge portion of the vertical ridge line portion 5, respectively, and the notches 6 are provided. The tension generated at the end of the shaking is further relaxed by the portion 6, and the proof stress and rigidity of the present embodiment itself can be adjusted to appropriate values by changing the shape (width) and depth of the notch portion 6. It is configured in.

このように、本実施例は、柱材固定部1と筋交い固定部3とを縦方向稜線部4cを有し筋交い32に軸方向の引張力が作用した際に曲げ変形及びせん断変形の二種類の変形が生じる柱材側変形部4で連設すると共に、横架材固定部2と筋交い固定部3とを横方向稜線部5cを有し柱材側変形部4と同様に筋交い32に軸方向の引張力が作用した際に曲げ変形及びせん断変形の二種類の変形が生じる横架材側変形部5で連設し、さらに、この柱材側変形部4及び横架材側変形部5を、本実施例を柱材30、横架材31及び筋交い32に固定した際にこれらと接合固定される柱材固定部1、横架材固定部2及び筋交い固定部3の板面と異なる面上(非同一面)に配置されるように構成したから、良好な曲げ変形作用を発揮しながらも初期剛性が確保され、筋交い32を強固に補強し耐力壁構面外方向への過度な変形を抑制すると共に、筋交い32に軸方向の引張力が作用した際に柱材側変形部4及び横架材側変形部5が夫々良好に変形して、筋交い固定部3の筋交い32との固定部付近への応力集中を緩和し、この固定部付近における筋交い32の割裂やこの筋交い固定部3を筋交い32に固定するための固定部材20の抜け出しを抑制して、筋交い32の補強作用を保持しながら、繰り返し地震が作用した場合も十分な耐震性を保持することができる。 As described above, in this embodiment, the brace fixing portion 1 and the brace fixing portion 3 have a vertical ridge line portion 4c, and when an axial tensile force acts on the brace 32, there are two types of bending deformation and shear deformation. The horizontal member fixing portion 2 and the brace fixing portion 3 have a lateral ridge line portion 5c and are axial to the brace 32 in the same manner as the brace side deformed portion 4. Two types of deformation, bending deformation and shear deformation, occur when a tensile force in the direction is applied. The horizontal member side deformed portion 5 is connected in series, and the pillar material side deformed portion 4 and the horizontal member side deformed portion 5 are further provided. Is different from the plate surfaces of the pillar material fixing portion 1, the horizontal member fixing portion 2 and the brace fixing portion 3 which are joined and fixed to the pillar material 30, the horizontal member 31 and the brace 32 in this embodiment. Since it is configured to be arranged on the surface (non-identical surface), the initial rigidity is secured while exerting a good bending deformation action, the brace 32 is firmly reinforced, and the bearing wall structure is excessive in the outward direction. While suppressing the deformation, when the axial tensile force acts on the brace 32, the column member side deformed portion 4 and the horizontal member side deformed portion 5 are deformed satisfactorily, respectively, and the brace fixing portion 3 with the brace 32. It relaxes the stress concentration near the fixed part, suppresses the splitting of the brace 32 near the fixed part and the escape of the fixing member 20 for fixing the brace fixing part 3 to the brace 32, and reinforces the brace 32. While holding it, it is possible to maintain sufficient seismic resistance even when repeated earthquakes occur.

さらに、本実施例は、線対称形状に形成されているから、正面視右上がり傾斜状態に設けられる筋交い32と、正面視右下がり傾斜状態に設けられる筋交い32との双方に区別なく使用することができ、右傾斜用、左傾斜用の二種類の補強金具を揃える必要がなく、また、使用の際も一々、右傾斜用、左傾斜用の確認する必要がないので、効率的に作業を行うことができるものとなる。 Further, since this embodiment is formed in a line-symmetrical shape, it should be used without distinction between the brace 32 provided in the front view upward right tilted state and the brace 32 provided in the front view right downward tilt state. There is no need to prepare two types of reinforcing metal fittings for right tilt and left tilt, and there is no need to check for right tilt and left tilt one by one when using, so work is efficient. It will be something that can be done.

しかも、本実施例は、柱材側変形部4及び横架材側変形部5の夫々に切欠き部6が設けられているから、この切欠き部6の効果により、切欠き部6が無い場合に比べてより高い張力緩和作用が発揮され、さらに、この切欠き部6の形状変更(切り欠き幅や切り欠き深さの変更)により適正な耐力や剛性に調整することができる極めて画期的な筋交い用補強金具となる。なお、図1〜3では筋交い固定部3中央に切欠き8を設け、固定部材20周辺のさらなる応力集中緩和の効果を狙ったものであるが、筋交い固定部3の中央の切欠き8が無い場合も十分な性能を発揮することができるため、筋交い固定部3の形状は本実施例の記載の限りではない。 Moreover, in this embodiment, since the notch portion 6 is provided in each of the column member side deformed portion 4 and the horizontal member side deformed portion 5, there is no notch portion 6 due to the effect of the notch portion 6. It exerts a higher tension relaxation effect than in the case, and it is extremely epoch-making that it can be adjusted to an appropriate proof stress and rigidity by changing the shape of the notch 6 (changing the notch width and notch depth). It will be a reinforcing metal fitting for bracing. In FIGS. 1 to 3, a notch 8 is provided in the center of the brace fixing portion 3, aiming at the effect of further stress concentration relaxation around the fixing member 20, but there is no notch 8 in the center of the brace fixing portion 3. In some cases, the shape of the brace fixing portion 3 is not limited to the description of this embodiment because sufficient performance can be exhibited.

本発明の具体的な実施例2について図4に基づいて説明する。 Specific Example 2 of the present invention will be described with reference to FIG.

本実施例は、実施例1における柱材側変形部4及び横架材側変形部5を異なる構成とすると共に、柱材側変形部4及び横架材側変形部5に切欠き部6を設けない構成とした場合である。 In this embodiment, the column material side deformed portion 4 and the horizontal member side deformed portion 5 in the first embodiment have different configurations, and the pillar material side deformed portion 4 and the horizontal member side deformed portion 5 are provided with cutout portions 6. This is a case where the configuration is not provided.

具体的には、本実施例の柱材側変形部4は、図4に示すように、柱材固定部1の一側縁部から折曲突出形成される第一折曲面部4aが、上縁よりも下縁が長い直角台形状に形成され、この第一折曲面部4aに連設されると共に筋交い固定部3の一側縁部から折曲突出形成される第二折曲面部4bが第一折曲面部4aの傾斜辺部に沿って前下がり傾斜面に形成されて、この第一折曲面部4aと第二折曲面部4bとの境界部となる折曲角縁の縦方向稜線部4cが傾斜状態に形成されている。 Specifically, as shown in FIG. 4, in the column member side deformed portion 4 of the present embodiment, the first folded curved surface portion 4a formed by bending and projecting from one side edge portion of the column member fixing portion 1 is above. The second folded curved surface portion 4b, which is formed in a right-angled trapezoidal shape having a lower edge longer than the edge, is continuously provided to the first folded curved surface portion 4a, and is bent and projected from one side edge portion of the streak fixing portion 3. A longitudinal ridgeline of a bent angle edge formed on a front-down inclined surface along an inclined side portion of the first folded curved surface portion 4a and serving as a boundary portion between the first folded curved surface portion 4a and the second folded curved surface portion 4b. The portion 4c is formed in an inclined state.

より具体的には、本実施例の柱材側変形部4は、前記縦方向稜線部4cが約10°の傾斜角で前下がり傾斜状態となるように形成されている。なお、前記縦方向稜線部4cの傾斜角度は、前下がり傾斜となるならば本実施例に記載の角度に限定されるものではなく、上記以外の傾斜角度としても問題ない。 More specifically, the column member side deformed portion 4 of the present embodiment is formed so that the vertical ridge line portion 4c is inclined forward at an inclination angle of about 10 °. The inclination angle of the vertical ridge line portion 4c is not limited to the angle described in this embodiment as long as it has a forward downward inclination, and there is no problem with an inclination angle other than the above.

また、本実施例の横架材側変形部5は、図4に示すように、前述した柱材側変形部4と同様の構成とされ、具体的には、横架材固定部2の一側縁部から折曲突出形成される第三折曲面部5aが、外側縁よりも内側縁が長い直角台形状に形成され、この第三折曲面部5aに連設されると共に筋交い固定部3の一側縁部から折曲突出形成される第四折曲面部5bが第三折曲面部5aの傾斜辺部に沿って外側に向かう下がり傾斜面に形成されて、この第三折曲面部5aと第四折曲面部5bとの境界部となる折曲角縁の横方向稜線部5cが傾斜状態に形成されている。 Further, as shown in FIG. 4, the horizontal member side deformed portion 5 of the present embodiment has the same configuration as the pillar material side deformed portion 4 described above, and specifically, one of the horizontal member fixing portions 2. The third folded curved surface portion 5a formed by bending and projecting from the side edge portion is formed in a right-angled trapezoidal shape having an inner edge longer than the outer edge, and is continuously provided to the third folded curved surface portion 5a and the streak fixing portion 3 The fourth folded curved surface portion 5b formed by bending and protruding from one side edge portion is formed on a downwardly inclined surface extending outward along the inclined side portion of the third folded curved surface portion 5a, and the third folded curved surface portion 5a is formed. The lateral ridge line portion 5c of the bent angle edge, which is the boundary portion between the fourth folded curved surface portion 5b and the fourth folded curved surface portion 5b, is formed in an inclined state.

より具体的には、本実施例の横架材側変形部5は、前記横方向稜線部5cが約10°の傾斜角で右下がり傾斜状態となるように形成されている。 More specifically, the horizontal member side deformed portion 5 of this embodiment is formed so that the lateral ridge line portion 5c is inclined downward to the right at an inclination angle of about 10 °.

上記以外の構成は実施例1と同様である。 The configuration other than the above is the same as that of the first embodiment.

このように構成される本実施例は、実施例1に比べて、より高い張力緩和作用を発揮することができる筋交い用補強金具となる。 The present embodiment configured in this way is a brace reinforcing metal fitting capable of exerting a higher tension relaxing action as compared with the first embodiment.

本発明の具体的な実施例3について図5,6に基づいて説明する。 Specific Example 3 of the present invention will be described with reference to FIGS. 5 and 6.

本実施例は、実施例1における横架材側変形部5を異なる構成とした場合である。 This embodiment is a case where the horizontal member side deformed portion 5 in the first embodiment has a different configuration.

具体的には、実施例1は、柱材側変形部4と横架材側変形部5とを同形状に形成し、約45°の軸線に対して線対称形状となるように構成されているが、本実施例は、横架材側変形部5が柱材側変形部4と非対称形状(異形状)に形成されている。 Specifically, in the first embodiment, the column member side deformed portion 4 and the horizontal member side deformed portion 5 are formed to have the same shape, and are configured to have a line-symmetrical shape with respect to an axis of about 45 °. However, in this embodiment, the horizontal member side deformed portion 5 is formed in an asymmetrical shape (different shape) from the column member side deformed portion 4.

より具体的には、本実施例の横架材側変形部5は、第三折曲面部5aを柱材側変形部4の第一折曲面部4aに比べて広大面に形成し、横方向稜線部5cが実施例1と比べて上方に配設されると共に、傾斜状態に形成されるように構成されており、本実施例においては、この横架材側変形部5は、横方向稜線部5cが約45°の右上がり傾斜状態となるように構成されている。 More specifically, in the horizontal member side deformed portion 5 of the present embodiment, the third folded curved surface portion 5a is formed on a wider surface than the first folded curved surface portion 4a of the column member side deformed portion 4, and is formed in the lateral direction. The ridge line portion 5c is arranged above the example 1 and is formed in an inclined state. In this embodiment, the horizontal member side deformed portion 5 is a lateral ridge line. The portion 5c is configured to be tilted upward to the right by about 45 °.

上記以外の構成は実施例1と同様である。 The configuration other than the above is the same as that of the first embodiment.

このように柱材側変形部4と横架材側変形部5とを異なる形状にした非対称形状とした場合でも、実施例1と同様の優れた張力緩和作用を発揮することができる筋交い用補強金具となる。 Even when the column member side deformed portion 4 and the horizontal member side deformed portion 5 have different shapes in an asymmetrical shape in this way, the same excellent tension relaxation action as in the first embodiment can be exhibited. It becomes a metal fitting.

また、横架材側変形部5を柱材側変形部4と異なる形状とすることで、横方向稜線部5cの角度や幅を変更して、耐力及び剛性を調整することが可能となる。 Further, by making the deformed portion 5 on the horizontal member side different from the deformed portion 4 on the column member side, it is possible to change the angle and width of the lateral ridgeline portion 5c to adjust the proof stress and rigidity.

本発明の具体的な実施例4について図7に基づいて説明する。 Specific Example 4 of the present invention will be described with reference to FIG.

本実施例は、実施例3における柱材側変形部4を異なる構成とした場合である。 This embodiment is a case where the column member side deformed portion 4 in the third embodiment has a different configuration.

具体的には、本実施例の柱材側変形部4は、実施例2における柱材側変形部4と同様の構成とされている。 Specifically, the pillar-side deformed portion 4 of this embodiment has the same configuration as the pillar-side deformed portion 4 of the second embodiment.

すなわち、本実施例の柱材側変形部4は、柱材固定部1の一側縁部から折曲突出形成される第一折曲面部4aが、上縁よりも下縁が長い直角台形状に形成され、この第一折曲面部4aに連設されると共に筋交い固定部3の一側縁部から折曲突出形成される第二折曲面部4bが第一折曲面部4aの傾斜辺部に沿って前下がり傾斜面に形成されて、この第一折曲面部4aと第二折曲面部4bとの境界部となる折曲角縁の縦方向稜線部4cが傾斜状態に形成されている。 That is, the column member side deformed portion 4 of the present embodiment has a right-angled trapezoidal shape in which the first folded curved surface portion 4a formed by bending and projecting from one side edge portion of the column member fixing portion 1 has a lower edge longer than the upper edge. The second folded curved surface portion 4b, which is formed in the first folded curved surface portion 4a and is formed so as to be bent and projected from one side edge portion of the streak fixing portion 3, is an inclined side portion of the first folded curved surface portion 4a. The vertical ridge line portion 4c of the bent angle edge, which is formed on the forward downward inclined surface along the above and serves as the boundary portion between the first folded curved surface portion 4a and the second folded curved surface portion 4b, is formed in an inclined state. ..

より具体的には、本実施例の柱材側変形部4は、前記縦方向稜線部4cが約10°の傾斜角で前下がり傾斜状態となるように形成されている。 More specifically, the column member side deformed portion 4 of the present embodiment is formed so that the vertical ridge line portion 4c is inclined forward at an inclination angle of about 10 °.

上記以外の構成は、実施例3と同様である。 The configuration other than the above is the same as that of the third embodiment.

このように構成される本実施例は、実施例3に比べて、さらに高い張力緩和作用を発揮することができる筋交い用補強金具となる。 The present embodiment configured in this way is a brace reinforcing metal fitting capable of exerting a higher tension relaxing action as compared with the third embodiment.

本発明の具体的な実施例5について図8,9に基づいて説明する。 Specific Example 5 of the present invention will be described with reference to FIGS. 8 and 9.

本実施例は、実施例3における横架材側変形部5を異なる構成とした場合である。 This embodiment is a case where the horizontal member side deformed portion 5 in the third embodiment has a different configuration.

具体的には、本実施例の横架材側変形部5は、横架材固定部2にこの横架材固定部2の横架材31との接合面側と反対側に向かって折曲状態に突設される第三折曲面部5aと、筋交い固定部3にこの筋交い固定部3の筋交い32との接合面側と反対側に向かって折曲状態に突設され第三折曲面部5aと連設される第四折曲面部5bと、この第三折曲面部5aと第四折曲面部5bとの連設部に形成される横方向稜線部5cとからなる構成とされている。 Specifically, the horizontal member side deformed portion 5 of the present embodiment is bent toward the horizontal member fixing portion 2 toward the side opposite to the joint surface side of the horizontal member fixing portion 2 with the horizontal member 31. The third folded curved surface portion 5a projecting into the state and the third folded curved surface portion projecting from the brace fixing portion 3 toward the side opposite to the joint surface side of the brace fixing portion 3 with the brace 32. It is composed of a fourth folded curved surface portion 5b connected to the 5a and a lateral ridge line portion 5c formed in the connected portion of the third folded curved surface portion 5a and the fourth folded curved surface portion 5b. ..

すなわち、本実施例は、横架材側変形部5の第四折曲面部5bが柱材側変形部4の第二折曲面部4bと反対方向(180°反転した方向)に向けて折曲突出形成され、これにより、図8,9に示すように、第三折曲面部5a、第四折曲面部5b、横方向稜線部5c及び横架材固定部2が筋交い固定部3より後側に配設される構成とされている。 That is, in this embodiment, the fourth folded curved surface portion 5b of the horizontal member side deformed portion 5 is bent in the direction opposite to the second folded curved surface portion 4b of the column member side deformed portion 4 (direction inverted by 180 °). As shown in FIGS. 8 and 9, the third folded curved surface portion 5a, the fourth folded curved surface portion 5b, the lateral ridge line portion 5c, and the horizontal member fixing portion 2 are formed so as to protrude, so that the horizontal member fixing portion 2 is behind the brace fixing portion 3. It is configured to be arranged in.

上記以外の構成は実施例3と同様である。 The configuration other than the above is the same as that of the third embodiment.

このように構成される本実施例は、図8に示すように、重ねた状態で保管することが可能となり、例えば、輸送の際に場所をとらず、輸送効率が向上する実用的な筋交い用補強金具となる。 As shown in FIG. 8, the present embodiment configured in this way can be stored in a stacked state. For example, it does not take up space during transportation and is used for practical bracing to improve transportation efficiency. It becomes a reinforcing metal fitting.

尚、本発明は、実施例1〜5に限られるものではなく、各構成要件の具体的構成は適宜設計し得るものである。 The present invention is not limited to Examples 1 to 5, and the specific configuration of each constituent requirement can be appropriately designed.

1 柱材固定部
2 横架材固定部
3 筋交い固定部
4 柱材側変形部
4a 第一折曲面部
4b 第二折曲面部
4c 縦方向稜線部
5 横架材側変形部
5a 第三折曲面部
5b 第四折曲面部
5c 横方向稜線部
6 切欠き部
30 柱材
31 横架材
32 筋交い
1 Pillar material fixing part 2 Horizontal material fixing part 3 Bracing fixing part 4 Pillar material side deformation part 4a First folding curved surface part 4b Second folding curved surface part 4c Vertical ridge line part 5 Horizontal material side deformation part 5a Third folding curved surface Part 5b Fourth folding curved surface part 5c Lateral ridge line part 6 Notch part
30 Pillar material
31 Horizontal material
32 Brace

Claims (9)

木造軸組構造物における柱材と横架材とこの間の筋交いとを固定する補強金具であって、前記柱材に固定される柱材固定部と、前記横架材に固定される横架材固定部と、前記筋交いに固定される筋交い固定部とを備え、前記柱材固定部と前記筋交い固定部とは、前記筋交いに軸方向の引張力が作用した際に変形する柱材側変形部を介して連設されており、この柱材側変形部は、前記柱材固定部にこの柱材固定部の前記柱材との接合面側と反対側に向かって折曲状態に突設される第一折曲面部と、前記筋交い固定部にこの筋交い固定部の前記筋交いとの接合面側と反対側に向かって折曲状態に突設され前記第一折曲面部と連設される第二折曲面部と、この第一折曲面部と第二折曲面部との連設部に形成される縦方向稜線部とからなることを特徴とする補強金具。 Reinforcing metal fittings for fixing the column material, the horizontal member, and the brace between them in the wooden frame structure, the column material fixing portion fixed to the column material, and the horizontal member fixed to the horizontal member. A fixing portion and a brace fixing portion fixed to the brace are provided, and the brace fixing portion and the brace fixing portion are deformed portions on the column material side that are deformed when an axial tensile force acts on the brace. The pillar material side deformed portion is projected from the pillar material fixing portion in a bent state toward the side opposite to the joint surface side of the pillar material fixing portion with the pillar material. The first folded curved surface portion and the first folded curved surface portion are connected to the first folded curved surface portion so as to project in a bent state toward the side opposite to the joint surface side of the brace fixing portion with the brace. A reinforcing metal fitting including a double-folded curved surface portion and a vertical ridgeline portion formed in a continuous portion of the first-folded curved surface portion and the second-folded curved surface portion. 前記柱材固定部、前記横架材固定部、前記筋交い固定部及び前記柱材側変形部は、一枚の金属板材から成形されていて、前記柱材固定部、前記横架材固定部及び前記柱材固定部と前記横架材固定部との間に設けられる前記筋交い固定部は、夫々平板状に形成され、前記柱材側変形部は、折曲板状に形成され、一側端縁が前記柱材固定部に連設され他側端縁が前記筋交い固定部に連設されていることを特徴とする請求項1記載の補強金具。 The column material fixing portion, the horizontal member fixing portion, the brace fixing portion, and the column material side deformed portion are formed from a single metal plate material, and the pillar material fixing portion, the horizontal member fixing portion, and the horizontal member fixing portion. The brace fixing portion provided between the pillar material fixing portion and the horizontal member fixing portion is formed in a flat plate shape, and the pillar material side deformed portion is formed in a bent plate shape and has one side end. The reinforcing metal fitting according to claim 1, wherein an edge is continuously provided to the column member fixing portion, and an other end edge is continuously provided to the brace fixing portion. 前記第一折曲面部は、前記柱材固定部の一側縁部に折曲突出形成されていて、前記第二折曲面部は、前記筋交い固定部の一側縁部に折曲突出形成されていて、この第一折曲面部と第二折曲面部との連設部の折曲角部が前記縦方向稜線部として形成されていることを特徴とする請求項1,2のいずれか1項に記載の補強金具。 The first folded curved surface portion is formed with a bent protrusion on one side edge portion of the pillar material fixing portion, and the second folded curved surface portion is formed with a bent protrusion formed on one side edge portion of the brace fixing portion. One of claims 1 and 2, wherein the bent corner portion of the continuous portion of the first folded curved surface portion and the second folded curved surface portion is formed as the vertical ridge line portion. Reinforcing metal fittings described in the section. 前記柱材側変形部は、L字状若しくはく字状又はへ字状に折曲形成されてなり、鉛直方向に延びる一条の前記縦方向稜線部を有することを特徴とする請求項3記載の補強金具。 The third aspect of claim 3, wherein the deformed portion on the pillar material side is bent into an L-shape, a dogleg shape, or a dogleg shape, and has a single vertical ridge line portion extending in the vertical direction. Reinforcing bracket. 前記柱材側変形部は、L字状若しくはく字状又はへ字状に折曲形成されてなると共に、前記第一折曲面部が、上縁よりも下縁が長い直角台形状に形成され、この第一折曲面部に連設される前記第二折曲面部が前記第一折曲面部の傾斜辺部に沿って前下がり傾斜面に形成され、前記縦方向稜線部が前下がり傾斜していることを特徴とする請求項3記載の補強金具。 The pillar-side deformed portion is bent into an L-shape, a dogleg shape, or a V-shape, and the first folded curved surface portion is formed into a right-angled trapezoidal shape having a lower edge longer than the upper edge. The second folded curved surface portion continuously provided to the first folded curved surface portion is formed on a forward downward inclined surface along the inclined side portion of the first folded curved surface portion, and the vertical ridge line portion is inclined forward downward. The reinforcing metal fitting according to claim 3, wherein the reinforcing metal fitting is provided. 前記柱材側変形部は、上縁部及び下縁部のいずれか一方若しくは双方に切欠き部が設けられていることを特徴とする請求項1〜5のいずれか1項に記載の補強金具。 The reinforcing metal fitting according to any one of claims 1 to 5, wherein the deformed portion on the column member side is provided with a notch in either one or both of the upper edge portion and the lower edge portion. .. 前記柱材固定部が設けられている柱材固定部側と、前記横架材固定部が設けられている横架材固定部側とが前記筋交い固定部を通る分割線を基準にして線対称に形成されていることを特徴とする請求項1〜6のいずれか1項に記載の補強金具。 The column material fixing portion side on which the column material fixing portion is provided and the horizontal member fixing portion side on which the horizontal member fixing portion is provided are line-symmetrical with respect to a dividing line passing through the brace fixing portion. The reinforcing metal fitting according to any one of claims 1 to 6, wherein the reinforcing metal fitting is formed in. 前記横架材固定部と前記筋交い固定部とは、前記筋交いに軸方向の引張力が作用した際に変形する横架材側変形部を介して連設されており、この横架材側変形部は、前記横架材固定部にこの横架材固定部の前記横架材との接合面側と反対側に向かって折曲状態に突設される第三折曲面部と、前記筋交い固定部にこの筋交い固定部の前記筋交いとの接合面側と反対側に向かって折曲状態に突設され前記第三折曲面部と連設される第四折曲面部と、この第三折曲面部と第四折曲面部との連設部に形成される横方向稜線部とからなることを特徴とする請求項1〜7のいずれか1項に記載の補強金具。 The horizontal member fixing portion and the brace fixing portion are continuously provided via a horizontal member side deformation portion that deforms when an axial tensile force acts on the brace, and the horizontal member side deformation. The portion is a third folded curved surface portion that is projected from the horizontal member fixing portion in a bent state toward the side opposite to the joint surface side of the horizontal member fixing portion with the horizontal member, and the brace fixing. The fourth folded curved surface portion, which is projected in a bent state toward the side opposite to the joint surface side of the brace fixing portion and is connected to the third folded curved surface portion, and the third folded curved surface portion. The reinforcing metal fitting according to any one of claims 1 to 7, wherein the reinforcing metal fitting comprises a lateral ridge line portion formed in a continuous portion of the portion and the fourth folded curved surface portion. 前記横架材固定部と前記筋交い固定部とは、前記筋交いに軸方向の引張力が作用した際に変形する横架材側変形部を介して連設されており、この横架材側変形部は、前記横架材固定部にこの横架材固定部の前記横架材との接合面側と反対側に向かって折曲状態に突設される第三折曲面部と、前記筋交い固定部にこの筋交い固定部の前記筋交いとの接合面側に向かって折曲状態に突設され前記第三折曲面部と連設される第四折曲面部と、この第三折曲面部と第四折曲面部との連設部に形成される横方向稜線部とからなることを特徴とする請求項1〜6のいずれか1項に記載の補強金具。 The horizontal member fixing portion and the brace fixing portion are continuously provided via a horizontal member side deformation portion that deforms when an axial tensile force acts on the brace, and the horizontal member side deformation. The portion is a third folded curved surface portion that is projected from the horizontal member fixing portion in a bent state toward the side opposite to the joint surface side of the horizontal member fixing portion with the horizontal member, and the brace fixing. The fourth folded curved surface portion, which is projected in a bent state toward the joint surface side of the brace fixing portion and is connected to the third folded curved surface portion, and the third folded curved surface portion and the first portion. The reinforcing metal fitting according to any one of claims 1 to 6, further comprising a lateral ridge line portion formed in a continuous portion with a four-fold curved surface portion.
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JP7124191B1 (en) * 2021-09-15 2022-08-23 株式会社ポラス暮し科学研究所 Fixed structure of diagonal members for wooden buildings and metal fittings for diagonal members
JP7150115B1 (en) * 2021-09-15 2022-10-07 株式会社ポラス暮し科学研究所 Brace structure of wooden building

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JP2002276029A (en) * 2001-03-16 2002-09-25 Rissho Kogyo Kk Reinforcing plate of building
JP2017020336A (en) * 2016-09-26 2017-01-26 岡部株式会社 Brace hardware

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JP7124191B1 (en) * 2021-09-15 2022-08-23 株式会社ポラス暮し科学研究所 Fixed structure of diagonal members for wooden buildings and metal fittings for diagonal members
JP7150115B1 (en) * 2021-09-15 2022-10-07 株式会社ポラス暮し科学研究所 Brace structure of wooden building

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