JP3017608U - Triangular reinforcing material in wooden frame structure - Google Patents

Triangular reinforcing material in wooden frame structure

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Publication number
JP3017608U
JP3017608U JP1995005182U JP518295U JP3017608U JP 3017608 U JP3017608 U JP 3017608U JP 1995005182 U JP1995005182 U JP 1995005182U JP 518295 U JP518295 U JP 518295U JP 3017608 U JP3017608 U JP 3017608U
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Japan
Prior art keywords
side base
base
structural
reinforcing member
triangular reinforcing
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JP1995005182U
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Japanese (ja)
Inventor
吉田重次
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有限会社丸昌建業
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Abstract

(57)【要約】 【目的】 本考案は木造軸組み構造の強度をより得られ
るようにすることが主要な目的である。 【構成】 木造軸組み構造の互いに直角に組まれている
一方の構造材と他方の構造材との間に適用される補強材
1に於て、上記補強材1は、上記一方の構造材の面に取
り付けられる一側べ−ス20と、上記他方の構造材の面
に取り付けられ、上記一側ベ−ス20に対して直角に連
続する他側ベ−ス40と、上記一側ベ−ス20及び他側
ベ−ス40の端部間をつなげる斜辺部材60と、から成
る三角状を有し、上記一側ベ−ス20及び他側ベ−ス4
0の断面はアングル状と成され、このアングル状断面の
側面が上記一方の構造材及び他方の構造材の面に面して
装着されることを特徴とする。
(57) [Abstract] [Purpose] The main purpose of the present invention is to obtain more strength of a wooden frame structure. [Structure] In a reinforcing member 1 applied between one structural member and another structural member that are assembled at right angles to each other in a wooden frame structure, the reinforcing member 1 is One side base 20 attached to the surface, the other side base 40 attached to the surface of the other structural member and continuous at right angles to the one side base 20, and the one side base. The one side base 20 and the other side base 4 have a triangular shape composed of a hypotenuse member 60 connecting the ends of the base 20 and the other side base 40.
The cross section of 0 is formed in an angled shape, and the side surface of the angled cross section is mounted so as to face the surfaces of the one structural material and the other structural material.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は木造軸組み構造に於ける三角状補強材に係り、更に詳しくは、軸組み された一方の構造材と他方の構造材との間に取り付けられ、構造材の補強を行な う三角状補強材に関する。 The present invention relates to a triangular reinforcing member in a wooden frame structure, and more specifically, a triangular reinforcing member that is attached between one structural member and another structural member that are framed to reinforce the structural member. Reinforcement material.

【0002】[0002]

【従来の技術】[Prior art]

周知の通り、木造軸組み構造があり、その1例としての建築物が多々建てられ ている。上記建築物の構造を図18を参照して見てみると、コンクリ−ト等から なる基礎170と、上記基礎170上で水平に位置する土台175と、上記土台 175上で垂直に組まれた柱190と、上記柱190上で水平に組まれたはり1 65と、上記はり165と土台175との間で垂直に組まれた間柱195と、上 記隣り合う柱190間で斜めに組まれた筋かい196と、の主要構造材から成る 。 As is well known, there is a wooden frame structure, and many buildings are built as an example. Referring to the structure of the building with reference to FIG. 18, a foundation 170 made of concrete, etc., a foundation 175 horizontally positioned on the foundation 170, and a foundation 175 vertically assembled on the foundation 175. The pillar 190, the beam 165 horizontally assembled on the pillar 190, the stud 195 vertically assembled between the beam 165 and the base 175, and the diagonally installed between the adjacent pillars 190 described above. It consists of the main structural materials of the braces 196 and.

【0003】 そして、上記はり165とはり165や、土台175と土台175、或いはは り165と柱190等は互いに直角に組まれている。The beam 165 and the beam 165, the base 175 and the base 175, or the beam 165 and the pillar 190 are assembled at right angles to each other.

【0004】 所で、上記木造軸組み構造の建築物に於ては、上記互いに直角に組まれた一方 の構造材と他方の構造材との軸組み状態を補強する目的で補強材が取り付けられ ていた。具体的には、上記はり165とはり165との間には火打ちばり200 が、上記土台175と土台175との間には火打ち土台300が、上記はり16 5と柱190との間には方づえ400等が補強材として取り付けられていた。In the construction of the wooden frame structure, a reinforcing material is attached for the purpose of reinforcing the axial state of the one structural member and the other structural member assembled at right angles to each other. Was there. Specifically, a fire beam 200 is provided between the beams 165 and 165, a fire foundation 300 is provided between the foundations 175 and 175, and a beam is provided between the beams 165 and columns 190. For example, 400 was attached as a reinforcing material.

【0005】 上記補強材を取り付ける目的としては、1として、上記一方の構造材と他方の 構造材とを互いに直角に組んだ状態にせしめるように、2として、上記一方の構 造材と他方の構造材とを互いに直角に組んだ状態で常時維持できるように、3と して、上記互いに直角に組んだ一方の構造材と他方の構造材とに応力が加わった とき、この応力に対して一方及び他方の構造材が良好に耐えられるように、する ことであり、加えて上記補強材自信にも応力に対する一定強度が求められるもの であった。The purpose of attaching the reinforcing member is to set 1 so that the one structural member and the other structural member are assembled at right angles to each other, and set to 2 so that the one structural member and the other structural member can be assembled. When stress is applied to one structural member and the other structural member that are assembled at right angles to each other so that they can be always maintained in a state where they are assembled at right angles to each other, This is to ensure that one structural member and the other structural member can endure well, and in addition, the above-mentioned reinforcing material must have a certain strength against stress.

【0006】 そして、上記目的を達成しようとする従来の上記各補強材は、断面が矩形状、 全体が棒状の部材であって、この補強材の一端が上記一方の構造材に固定され、 他端が上記他方の構造材に固定されていた。つまり、上記従来の補強材は、上記 一方の構造材と他方の構造材との2点間をつなぐ補強材であった。Further, each of the above-mentioned conventional reinforcing members for achieving the above object is a member having a rectangular cross section and a rod shape as a whole, and one end of the reinforcing member is fixed to the one structural member, The end was fixed to the other structural member. That is, the conventional reinforcing material is a reinforcing material that connects two points of the one structural material and the other structural material.

【0007】[0007]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記従来技術によると、次の点に於て幾つかの不具合を有する。1として、上 記補強材は棒状の部材であった為に、上記一方の構造材と他方の構造材との間に 取り付けるとき、取り付け方によっては一方の構造材と他方の構造材とが互いに 直角に組まれない危険があった。言い換えれば、上記一方の構造材と他方の構造 材とが互いに直角に組まれていなくとも、上記補強材は棒状の部材である為、上 記一方及び他方の構造材間に取り付けることができる。この為に上記一方の構造 材と他方の構造材とが直角に組まれていない状態となり易く、建築物の構造が弱 くなる危険性があった。 According to the above conventional technique, there are some problems in the following points. As described above, since the above-mentioned reinforcing member is a rod-shaped member, when it is mounted between the one structural member and the other structural member, one structural member and the other structural member may be different from each other depending on the mounting method. There was a danger that they would not be assembled at right angles. In other words, even if the one structural member and the other structural member are not assembled at right angles to each other, since the reinforcing member is a rod-shaped member, it can be attached between the one structural member and the other structural member. For this reason, the one structural material and the other structural material tend not to be assembled at a right angle, and there is a risk that the structure of the building becomes weak.

【0008】 また2として、上記補強材は上記一方の構造材と他方の構造材との間に取り付 けた状態に於ては、上記一方の構造材と他方の構造材との間で突っ張り状態にあ る。この為、上記一方の構造材と他方の構造材とに応力がかかったとき、一方或 いは他方の構造材が上記補強材を介して他方或いは一方の構造材を押したり、引 いたりする。これによって、上記一方及び他方の構造材の軸組み部分に、上記補 強材の存在によって生じる応力が加わり易く、互いに直角に組まれた構造材にず れが生じる恐れがあった。Further, as the second aspect, when the reinforcing material is attached between the one structural material and the other structural material, the reinforcing material is in a stretched state between the one structural material and the other structural material. It is in. Therefore, when stress is applied to the one structural member and the other structural member, one or the other structural member pushes or pulls the other structural member through the reinforcing member. As a result, stress generated by the presence of the reinforcing material is likely to be applied to the axially assembled portions of the one and the other structural materials, and the structural materials assembled at right angles to each other may be displaced.

【0009】 更に3として、上記補強材は、上記一方の構造材と他方の構造材との間を2点 でつないでいる。つまり、上記補強材の一端が一方の構造材に固定され、他端が 他方の構造材に固定された状態にあり、この2点間を線状につないでいるだけで ある。この為に、上記一方の構造材及び他方の構造材に応力がかかったとき、上 記補強材は2点間のみでこの応力を受けることとなり、構造的に弱いところがあ った。Further, as a third aspect, the reinforcing material connects the one structural material and the other structural material at two points. That is, one end of the reinforcing material is fixed to one structural material and the other end is fixed to the other structural material, and these two points are simply connected in a line. Therefore, when stress is applied to the one structural material and the other structural material, the above-mentioned reinforcing material receives the stress only between two points, and there is a structural weak point.

【0010】 そして4として、上記一方の構造材及び他方の構造材にかかる応力をみてみる と、例えば地震によって、縦揺れや横ゆれ或いはこれらの揺れが合成されたひね りの揺れによる応力がある。所が従来の補強材の断面を見たとき、単に矩形状と 成されている。この為に、上記一方の構造材及び他方の構造材に上記複雑な方向 の応力が加わったとき、補強材としての強度が不十分なところがあった。As for 4, looking at the stress applied to the one structural member and the other structural member, for example, there is a stress due to pitching, lateral shaking, or a combination of these fluctuations due to an earthquake. . When looking at the cross section of the conventional reinforcement, the place is simply rectangular. For this reason, when the stress in the complicated direction is applied to the one structural material and the other structural material, the strength as a reinforcing material is insufficient in some places.

【0011】 従って本考案の目的とする所は、1として、上記一方の構造材と他方の構造材 とが互いに直角に組まれた状態で補強材を取り付けることができ、2として、上 記一方の構造材と他方の構造材とが互いに直角に組まれた状態を維持し易く、3 として、上記互いに直角に組んだ一方の構造材と他方の構造材とに応力が加わっ たとき、より応力に耐えられ、加えて4として、上記補強材自信に応力に対する 強度がより得られる技術を提供するにある。Therefore, the object of the present invention is that the reinforcing material can be attached in the state where the one structural material and the other structural material are assembled at right angles to each other as 1, and It is easy to maintain the state where the structural material of No. 1 and the other structural material are assembled at right angles to each other, and when stress is applied to the one structural material and the other structural material assembled at right angles to each other, the stress is In addition, 4 is to provide a technique for increasing the strength of the above-mentioned reinforcement material against stress.

【0012】[0012]

【課題を解決する為の手段】[Means for solving the problem]

上記目的を解決する為に本考案は次の技術的手段を有する。即ち、実施例に対 応する添付図面中の符号を用いてこれを説明すると、本考案は木造軸組み構造の 互いに直角に組まれている一方の構造材と他方の構造材との間に適用される補強 材1に於て; 上記補強材1は、上記一方の構造材の面に取り付けられる一側べ−ス20と、 上記他方の構造材の面に取り付けられ、上記一側ベ−ス20に対して直角に連続 する他側ベ−ス40と、上記一側ベ−ス20及び他側ベ−ス40の端部間をつな げる斜辺部材60と、から成る三角状を有し、上記一側ベ−ス20及び他側ベ− ス40の断面はアングル状と成され、この断面アングル状の側面が上記一方の構 造材及び他方の構造材の面に面して装着されることを特徴とする木造軸組み構造 に於ける三角状補強材である。 In order to solve the above object, the present invention has the following technical means. That is, this will be described with reference to the reference numerals in the accompanying drawings corresponding to the embodiments. The present invention is applied between one structural member and the other structural member which are assembled at right angles to each other in a wooden frame structure. In the reinforcing material 1, the reinforcing material 1 is attached to the surface of the one structural member and the one side base 20 and to the surface of the other structural member. 20 has a triangular shape composed of a base 40 on the other side which is continuous at right angles to the base 20, and a hypotenuse member 60 which connects the ends of the base 20 on the one side and the base 40 on the other side. However, the cross sections of the one side base 20 and the other side base 40 are formed in an angled shape, and the side surfaces having the angled cross section face the surfaces of the one structural material and the other structural material. It is a triangular reinforcing material in a wooden frame structure characterized by being processed.

【0013】[0013]

【作用】[Action]

上記構成によりその使い方を説明する。即ち、上記三角状補強材1を木造軸組 み構造の互いに直角に組まれている一方の構造材と他方の構造材との間に取り付 ける。このとき、上記一側ベ−ス20のL字状断面の側面は、一方の構造材の面 に面して装着され、上記他側ベ−ス40のL字状断面の側面は、他方の構造材の 面に面して装着されている。 How to use the above configuration will be described. That is, the triangular reinforcing member 1 can be attached between one structural member and the other structural member which are assembled at right angles to each other in the wooden frame structure. At this time, the side surface of the L-shaped cross section of the one side base 20 is mounted so as to face the surface of one structural member, and the side surface of the L side cross section of the other side base 40 is mounted on the other side. It is installed facing the surface of the structural material.

【0014】 具体的には、上記三角補強材1は例えば木造軸組み構造の建築物に使用され、 上記建築物の一方のはりと他方のはりとの間や一方の土台と他方の土台との間、 或いははりと柱との間等に取り付けられる。上記一方のはりと他方のはりとの間 に上記三角状補強材1を取り付けた場合、上記一側ベ−ス20のL字状断面の側 面は上記一方のはりの面に面して装着され、上記他側ベ−ス40のL字状断面の 側面は上記他方のはりの面に面して装着されている。また、上記一方の土台と他 方の土台との間に上記三角状補強材1を取り付けた場合、上記一側ベ−ス20の L字状断面の側面は上記一方の土台の面に面して装着され、上記他側ベ−ス40 のL字状断面の側面は上記他方の土台の面に面して装着されている。また、上記 はりと柱との間に上記三角状補強材1を取り付けた場合、上記一側ベ−ス20の L字状断面の側面は上記はりの面に面して装着され、上記他側ベ−ス40のL字 状断面の側面は上記柱の面に面して装着されている。Specifically, the triangular reinforcing member 1 is used, for example, in a building having a wooden frame structure, and is provided between one beam and the other beam of the building or between one foundation and the other foundation. It is installed in the space, or between the beam and the pillar. When the triangular reinforcing member 1 is attached between the one beam and the other beam, the side surface of the L-shaped cross section of the one-side base 20 faces the one beam surface. The side surface of the L-shaped cross section of the other side base 40 is mounted so as to face the surface of the other beam. Further, when the triangular reinforcing member 1 is attached between the one base and the other base, the side surface of the L-shaped cross section of the one side base 20 faces the surface of the one base. The side surface of the L-shaped cross section of the other-side base 40 faces the surface of the other base. Further, when the triangular reinforcing member 1 is attached between the beam and the column, the side surface of the L-shaped cross section of the one-side base 20 is attached so as to face the surface of the beam, and the other side is attached. The side surface of the L-shaped cross section of the base 40 is mounted so as to face the surface of the column.

【0015】[0015]

【実施例】【Example】

次に、添付図面に従い本考案の実施例を詳述する。本考案の三角状補強材1は 、木造軸組み構造の一方の構造材と他方の構造材との間に適用されものである。 そして、上記一方の構造材と他方の構造材は、互いに直角に組まれている。上記 木造軸組み構造の例として、本実施例では木造軸組み構造の建築物を示す。 Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings. The triangular reinforcing member 1 of the present invention is applied between one structural member and the other structural member of a wooden frame structure. The one structural material and the other structural material are assembled at right angles to each other. As an example of the above-mentioned wooden frame structure, this embodiment shows a building having a wooden frame structure.

【0016】 即ち、図1を参照すると、上記木造軸組み構造の建築物は、コンクリ−ト等か らなる基礎70と、上記基礎70上に水平に組まれた土台と、上記土台上に垂直 に組まれた柱90と、上記柱90上に水平に組まれたはりと、上記はりと土台と の間に垂直に組まれた間柱95と、上記隣り合う柱90間に斜めに組まれた筋か い96と、の主要構造材から成る。That is, referring to FIG. 1, the building having the wooden frame structure includes a foundation 70 made of concrete, a base horizontally assembled on the foundation 70, and a vertical structure on the foundation. The pillar 90 assembled to the pillar 90, the beam horizontally assembled on the pillar 90, the stud 95 vertically assembled between the pillar and the base, and the diagonally assembled between the adjacent pillars 90. It consists of the braces 96 and the main structural materials.

【0017】 上記はりに於て、隣り合うはりは互いに直角に組まれている。また、上記土台 に於て、隣り合う土台は互いに直角に組まれている。また、上記はりと柱90は 互いに直角に組まれている。また、上記柱90と土台は互いに直角に組まれてい る。In the above beam, adjacent beams are assembled at right angles to each other. In the above base, adjacent bases are assembled at right angles to each other. The beam and the pillar 90 are assembled at right angles to each other. The pillar 90 and the base are assembled at right angles to each other.

【0018】 そして、上記木造軸組み構造の建築物に適用される三角状補強材1は、上記建 築物の中の各構造材間に取り付けられる。具体的には、上記はりに適用する場合 、上記三角状補強材1は、一方のはり65Aと他方のはり65Bとの間に取り付 けられる火打ちばりとして適用される。また、上記土台に適用する場合、上記三 角状補強材1は、一方の土台75Aと他方の土台75Bとの間に取り付けられる 火打ち土台として適用される。また、上記柱90と他方のはり65Bとの間に適 用する場合、上記三角状補強材1は、上記柱90と他方のはり65Bとの間に取 り付けられる方づえとして適用される。Then, the triangular reinforcing member 1 applied to the building having the wooden frame structure is attached between the respective structural members in the building. Specifically, when applied to the above beams, the triangular reinforcing member 1 is applied as a fire beam attached between one beam 65A and the other beam 65B. In addition, when applied to the base, the triangular reinforcing member 1 is applied as a fired base that is attached between one base 75A and the other base 75B. When applied between the pillar 90 and the other beam 65B, the triangular reinforcing member 1 is applied as a way to be mounted between the pillar 90 and the other beam 65B.

【0019】 以下上記三角状補強材1が上記火打ちばりとして適用される場合を例にとり、 上記三角状補強材1の構成を述べる。上記三角状補強材1は、一側ベ−ス20と 、他側ベ−ス40と、斜辺部材60とから成る。上記一側ベ−ス20は、上記一 方のはり65Aの内側垂直面65Aaに取り付けられるものであって、上記一方 のはり65Aの内側垂直面65Aaに取り付けられる第1一側ベ−ス片21と、 第2一側ベ−ス片22とに区分される。上記第1一側ベ−ス片21の表面21A は平坦な面である。つまり、上記第1一側ベ−ス片21の表面21A全面は、上 記一方のはり65Aの内側垂直面65Aaに面するものである。The configuration of the triangular reinforcing member 1 will be described below by taking the case where the triangular reinforcing member 1 is applied as the fire-retardant as an example. The triangular reinforcing member 1 comprises a base 20 on one side, a base 40 on the other side, and a hypotenuse member 60. The one-side base 20 is attached to the inner vertical surface 65Aa of the one beam 65A, and the first one-side base piece 21 is attached to the inner vertical surface 65Aa of the one beam 65A. And the second one side base piece 22. The surface 21A of the first one side base piece 21 is a flat surface. That is, the entire surface 21A of the first one-side base piece 21 faces the inner vertical surface 65Aa of the one beam 65A.

【0020】 また、上記第1一側ベ−ス片21には、複数個の一側貫通孔23(この例では 2個の一側貫通孔23)が形成されている。上記複数の一側貫通孔23は、上記 三角状補強材1を一方のはり65Aに取り付けるとき、上記第1一側ベ−ス片2 1の表面21Aを上記一方のはり65Aの内側垂直面65Aaに接触せしめた状 態で固定する為の孔であって、上記一側貫通孔23には、ボルト80が通される 。In addition, a plurality of one-side through holes 23 (two one-side through holes 23 in this example) are formed in the first one-side base piece 21. When the triangular reinforcing member 1 is attached to the one beam 65A, the plurality of one-side through holes 23 make the surface 21A of the first one-side base piece 21 face the inner vertical surface 65Aa of the one beam 65A. A bolt 80 is passed through the one-side through hole 23, which is a hole for fixing in a state of being brought into contact with.

【0021】 そして、上記第1一側ベ−ス片21と、上記第2一側ベ−ス片22とは互いの 長手辺どうしが連続した状態にあり、而も上記第1及び第2一側ベ−ス片21、 22は互いに直角を成している。つまり、上記一側ベ−ス20は、この一側ベ− ス20の長手方向Xに直角な断面がアングル状と成されている(図11参照)。Further, the first one-side base piece 21 and the second one-side base piece 22 are in a state where their long sides are continuous with each other, and the first and second ones are also connected to each other. The side base pieces 21 and 22 form a right angle with each other. That is, the one-side base 20 has an angle-shaped cross section perpendicular to the longitudinal direction X of the one-side base 20 (see FIG. 11).

【0022】 次に、上記他側ベ−ス40は、上記他方のはり65Bの内側垂直面65Baに 取り付けられるものであって、上記他方のはり65Bの内側垂直面65Baに取 り付けられる第1他側ベ−ス片41と、第2他側ベ−ス片42とに区分される。 上記第1他側ベ−ス片41の表面41Aは平坦な面である。つまり、上記第1他 側ベ−ス片41の表面41A全面は、上記他方のはり65Bの内側垂直面65B aに面するものである。Next, the other side base 40 is attached to the inner vertical surface 65Ba of the other beam 65B, and is attached to the inner vertical surface 65Ba of the other beam 65B. It is divided into another side base piece 41 and a second other side base piece 42. The surface 41A of the first other side base piece 41 is a flat surface. That is, the entire surface 41A of the first other side base piece 41 faces the inner vertical surface 65Ba of the other beam 65B.

【0023】 また、上記第1他側ベ−ス片41には、複数個の他側貫通孔43(この例では 2個の他側貫通孔43)が形成されている。上記複数の他側貫通孔43は、上記 三角状補強材1を他方のはり65Bに取り付けるとき、上記第1他側ベ−ス片4 1の表面41Aを上記他方のはり65Bの内側垂直面65Baに接触せしめた状 態で固定する為の孔であって、上記他側貫通孔43には、ボルト80が通される 。Further, the first other-side base piece 41 is formed with a plurality of other-side through holes 43 (two other-side through holes 43 in this example). The plurality of other side through holes 43 are formed by connecting the surface 41A of the first other side base piece 41 to the inner vertical surface 65Ba of the other beam 65B when the triangular reinforcing member 1 is attached to the other beam 65B. A bolt 80 is passed through the other-side through hole 43, which is a hole for fixing in a state of being brought into contact with.

【0024】 そして、上記第1他側ベ−ス片41と、上記第2他側ベ−ス片42とは互いの 長手辺どうしが連続した状態にあり、而も上記第1及び第2他側ベ−ス片41、 42は互いに直角を成している。つまり、上記他側ベ−ス40は、この他側ベ− ス40の長手方向Yに直角な断面がアングル状と成されている(図12参照)。The first other side base piece 41 and the second other side base piece 42 are in a state where their long sides are continuous with each other, and the first and second others The side base pieces 41, 42 are at right angles to each other. That is, the other side base 40 has an angled cross section perpendicular to the longitudinal direction Y of the other side base 40 (see FIG. 12).

【0025】 そして、上記一側ベ−ス20の一端部25と、他側ベ−ス40の一端部45と は互いに直角と成して連続している。詳しくは、上記第1一側ベ−ス片21と、 上記第1他側ベ−ス片41とは互いに直角と成るよう連続している。上記第1一 側ベ−ス片21の裏面21Bと、上記第1他側ベ−ス片41の裏面41Bとは、 同じ側にある。また、上記第2一側ベ−ス片22と、上記第2他側ベ−ス片42 とは互いに直角に成るよう連続している。詳しくは、上記第2一側ベ−ス片22 の裏面22Bと、上記第2他側ベ−ス片42の裏面42Bとは、同一平面内に成 るよう連続している。The one end 25 of the one-side base 20 and the one end 45 of the other-side base 40 are continuous at right angles to each other. Specifically, the first one-side base piece 21 and the first other-side base piece 41 are continuous so as to form a right angle with each other. The back surface 21B of the first one-side base piece 21 and the back surface 41B of the first other-side base piece 41 are on the same side. The second one-side base piece 22 and the second other-side base piece 42 are continuous so as to be perpendicular to each other. Specifically, the back surface 22B of the second one-side base piece 22 and the back surface 42B of the second other-side base piece 42 are continuous so as to be in the same plane.

【0026】 次に、上記斜辺部材60は、上記一側ベ−ス20と、他側ベ−ス40とをつな げるものであって、第1斜辺部材片61と、第2斜辺部材片62とに区分される 。上記第1斜辺部材片61と、上記第2斜辺部材片62とは互いの長手辺どうし が連続した状態にあり、而も上記第1及び第2斜辺部材片61、62は互いに直 角を成している。つまり、上記斜辺部材60は、この斜辺部材60の長手方向Z に直角な断面がアングル状と成されている(図13参照)。そして、上記第1斜 辺部材片61の裏面61Bと、上記第2斜辺部材片62の裏面62Bとは互いに 同じ側にある。Next, the hypotenuse member 60 connects the one side base 20 and the other side base 40, and includes a first hypotenuse member piece 61 and a second hypotenuse member. It is divided into pieces 62. The first hypotenuse member piece 61 and the second hypotenuse member piece 62 are in a state where their long sides are continuous with each other, and the first and second hypotenuse member pieces 61 and 62 form a right angle with each other. are doing. That is, the hypotenuse member 60 has an angle-shaped cross section perpendicular to the longitudinal direction Z 1 of the hypotenuse member 60 (see FIG. 13). The back surface 61B of the first hypotenuse member piece 61 and the back surface 62B of the second hypotenuse member piece 62 are on the same side.

【0027】 そして、上記斜辺部材60は、上記一側ベ−ス20の他端部24と、上記他側 ベ−ス40の他端部44とをつなげるように取り付けられている。詳しくは、上 記第1斜辺部材片61の一側端部61Cが上記一側ベ−ス20の第1一側ベ−ス 片21の一側端部21Cに固定されている。また、上記第2斜辺部材片62の一 側端部62Cが上記一側ベ−ス20の第2一側ベ−ス片22の一側端部22Cに 固定されている。他方、上記第1斜辺部材辺61の他側端部61Dが上記他側ベ −ス40の第1他側ベ−ス片41の一側端部41Cに固定されている。また、上 記第2斜辺部材片62の他側端部62Dが上記他側ベ−ス40の第2他側ベ−ス 片42の一側端部42Cに固定されている。The hypotenuse member 60 is attached so as to connect the other end 24 of the one-side base 20 and the other end 44 of the other-side base 40. More specifically, the one side end portion 61C of the first hypotenuse member piece 61 is fixed to the one side end portion 21C of the first one side base piece 21 of the one side base 20. Further, the one side end portion 62C of the second hypotenuse member piece 62 is fixed to the one side end portion 22C of the second one side base piece 22 of the one side base 20. On the other hand, the other side end portion 61D of the first hypotenuse member side 61 is fixed to one side end portion 41C of the first other side base piece 41 of the other side base 40. The other side end portion 62D of the second hypotenuse member piece 62 is fixed to one side end portion 42C of the second other side base piece 42 of the other side base 40.

【0028】 以上の構成により図1及び図14並びに図15を参照してその取り付け方を説 明する。即ち、上記三角状補強材1を木造軸組み構造の互いに直角に組まれてい る一方のはり65Aと他方のはり65Bとの間に取り付ける。取り付けに際して は、ボルト80及びナット81並びに座金82を用意する。With the above-mentioned structure, the mounting method will be described with reference to FIGS. 1, 14 and 15. That is, the triangular reinforcing member 1 is attached between one beam 65A and the other beam 65B of the wooden frame structure which are assembled at right angles to each other. At the time of mounting, a bolt 80, a nut 81, and a washer 82 are prepared.

【0029】 先ず、上記三角状補強材1を上記一方のはり65A及び他方はり65Bに当て がう。このとき、上記三角状補強材1の一側ベ−ス20の第1一側ベ−ス片21 の表面21Aは、上記一方のはり65Aの内側垂直面65Aaに面する。言い換 えれば、上記一側ベ−ス20のアングル状断面の側面が上記一方のはり65Aの 面に面して装着される。また、上記他側ベ−ス40の第1他側ベ−ス片41の表 面41Aは、上記他方のはり65Bの内側垂直面65Baに面する。言い換えれ ば、上記他側ベ−ス40のアングル状断面の側面が上記他方のはり65Bの面に 面して装着される。First, the triangular reinforcing member 1 is applied to the one beam 65A and the other beam 65B. At this time, the surface 21A of the first one side base piece 21 of the one side base 20 of the triangular reinforcing member 1 faces the inner vertical surface 65Aa of the one beam 65A. In other words, the side surface of the angled cross section of the one-side base 20 faces the surface of the one beam 65A. The surface 41A of the first other-side base piece 41 of the other-side base 40 faces the inner vertical surface 65Ba of the other beam 65B. In other words, the side surface of the angle-shaped cross section of the other side base 40 is mounted so as to face the surface of the other beam 65B.

【0030】 次に、上記ボルト80及びナット81並びに座金82を用いて上記三角状補強 材1を一方及び他方のはり65A、65Bに固定する。つまり、上記ボルト80 を上記一側ベ−ス20の一側貫通孔23に通した後、上記一方のはり65Aに通 し、上記一方のはり65Aの外側垂直面側に臨ませ、上記座金82及びナット8 1で固定する。また、上記ボルト80を上記他側ベ−ス40の他側貫通孔43に 通した後、上記他方のはり65Bに通し、上記他方のはり65Bの外側垂直面6 5Bb側に臨ませ、上記座金82及びナット81で固定する。Next, the triangular reinforcing member 1 is fixed to the one and the other beams 65A and 65B by using the bolt 80, the nut 81 and the washer 82. That is, after the bolt 80 is passed through the one-side through hole 23 of the one-side base 20, the bolt 80 is passed through the one beam 65A so as to face the outside vertical surface side of the one beam 65A, and the washer 82 is provided. And the nut 81. Further, after the bolt 80 is passed through the other side through hole 43 of the other side base 40, the bolt 80 is passed through the other beam 65B so as to face the outer vertical surface 65Bb side of the other beam 65B. 82 and nut 81.

【0031】 以上は上記三角状補強材1を上記一方のはり65A及び他方のはり65B間に 取り付ける火打ちばりとして適用した例を示した。次に、図1を参照して上記三 角状補強材1を上記一方の土台75A及び他方の土台75B間に取り付ける火打 ち土台として適用する例を示す。この例では、上記三角上補強材1は、上記火打 ちばりとして適用した三角状補強材1と同様の構成から成る。The above is an example in which the triangular reinforcing member 1 is applied as a fire beam mounted between the one beam 65A and the other beam 65B. Next, with reference to FIG. 1, an example in which the triangular reinforcing member 1 is applied as a fired base to be mounted between the one base 75A and the other base 75B will be described. In this example, the triangular upper reinforcing member 1 has the same structure as the triangular reinforcing member 1 applied as the fluttering chisel.

【0032】 そこで、取り付け方を説明すると、上記三角状補強材1を木造軸組み構造の互 いに直角に組まれている一方の土台75Aと他方の土台75Bとの間に取り付け る。取り付けに際しては、ボルト80及びナット81並びに座金82を用意する 。To explain the mounting method, the triangular reinforcing member 1 is mounted between one base 75A and the other base 75B that are assembled at right angles to each other in the wooden frame structure. At the time of mounting, a bolt 80, a nut 81, and a washer 82 are prepared.

【0033】 先ず、上記三角状補強材1を上記一方の土台75A及び他方の土台75Bに当 てがう。このとき、上記三角状補強材1の一側ベ−ス20の第1一側ベ−ス片2 1の表面21Aは、上記一方の土台75Aの内側垂直面75Aaに面する。言い 換えれば、上記一側ベ−ス20のアングル状断面の側面が上記一方の土台75A の面に面して装着される。また、上記他側ベ−ス40の第1他側ベ−ス片41の 表面41Aは、上記他方の土台75Bの内側垂直面75Baに面する。言い換え れば、上記他側ベ−ス40のアングル状断面の側面が上記他方の土台75Bの面 に面して装着される。次に、上記ボルト80及びナット81並びに座金82を用 いて上記三角状補強材1を一方及び他方の土台75A、75Bに固定する。First, the triangular reinforcing member 1 is applied to the one base 75A and the other base 75B. At this time, the surface 21A of the first one side base piece 21 of the one side base 20 of the triangular reinforcing member 1 faces the inner vertical surface 75Aa of the one base 75A. In other words, the side surface of the angled cross section of the one side base 20 is mounted so as to face the surface of the one base 75A. The surface 41A of the first other-side base piece 41 of the other-side base 40 faces the inner vertical surface 75Ba of the other base 75B. In other words, the side surface of the angle-shaped cross section of the other side base 40 is mounted so as to face the surface of the other base 75B. Next, the triangular reinforcing member 1 is fixed to the one and the other bases 75A and 75B by using the bolt 80, the nut 81 and the washer 82.

【0034】 次に、図1及び図16を参照して上記三角状補強材1を上記柱90及び他方の はり65B間に取り付ける方づえとして適用する例を示す。この例では、上記三 角上補強材1は、上記火打ちばりとして適用した三角状補強材1と同様の構成か ら成る。Next, with reference to FIGS. 1 and 16, an example in which the triangular reinforcing member 1 is applied as a way of attaching between the pillar 90 and the other beam 65B will be described. In this example, the triangular upper reinforcing member 1 has the same configuration as the triangular reinforcing member 1 applied as the above-mentioned fire beam.

【0035】 そこで、取り付け方を説明すると、上記三角状補強材1を木造軸組み構造の互 いに直角に組まれている他方のはり65Bと柱90との間に取り付ける。取り付 けに際しては、ボルト80及びナット81並びに座金82を用意する。To explain the mounting method, therefore, the triangular reinforcing member 1 is mounted between the other beam 65B and the pillar 90 which are assembled at right angles to each other in the wooden frame structure. At the time of mounting, a bolt 80, a nut 81 and a washer 82 are prepared.

【0036】 先ず、上記三角状補強材1を上記他方のはり65B及び柱90に当てがう。こ のとき、上記三角状補強材1の一側ベ−ス20の第1一側ベ−ス片21の表面2 1Aは、上記柱90の一側垂直面90aに面する。言い換えれば、上記一側ベ− ス20のアングル状断面の側面が上記柱90の面に面して装着される。また、上 記他側ベ−ス40の第1他側ベ−ス片41の表面41Aは、上記他方のはり65 Bの下側水平面65Bcに面する。言い換えれば、上記他側ベ−ス40のアング ル状断面の側面が上記他方のはり65Bの面に面して装着される。次に、上記ボ ルト80及びナット81並びに座金82を用いて上記三角状補強材1を柱90と 他方のはり65Bとに固定する。First, the triangular reinforcing member 1 is applied to the other beam 65 B and the pillar 90. At this time, the surface 21A of the first one side base piece 21 of the one side base 20 of the triangular reinforcing member 1 faces the one side vertical surface 90a of the pillar 90. In other words, the side surface of the angled cross section of the one side base 20 faces the surface of the column 90 and is mounted. Further, the surface 41A of the first other-side base piece 41 of the other-side base 40 described above faces the lower horizontal surface 65Bc of the other beam 65B. In other words, the side surface of the other side base 40 having an angled cross section faces the surface of the other beam 65B. Next, the triangular reinforcing member 1 is fixed to the column 90 and the other beam 65B by using the bolt 80, the nut 81, and the washer 82.

【0037】 以上は、上記三角上補強材1の1つの実施例を示した。次に、図17を参照し て上記実施例で示した三角状補強材1の変形例を説明する。この例では上記斜辺 部材60の、一側ベ−ス20及び他側ベ−ス40に対する固定向きが異なってい る。詳しくは、上記第1斜辺部材片61の一側端部61Cが上記一側ベ−ス20 の第2一側ベ−ス片22の一側端部22Cに固定されている。他方、上記第1斜 辺部材辺61の他側端部61Dが上記他側ベ−ス40の第2他側ベ−ス片42の 一側端部42Cに固定されている。The above shows one example of the triangular upper reinforcing member 1. Next, a modified example of the triangular reinforcing member 1 shown in the above embodiment will be described with reference to FIG. In this example, the fixing direction of the hypotenuse member 60 with respect to the one side base 20 and the other side base 40 is different. Specifically, one side end portion 61C of the first hypotenuse member piece 61 is fixed to one side end portion 22C of the second one side base piece 22 of the one side base 20. On the other hand, the other side end portion 61D of the first hypotenuse member side 61 is fixed to the one side end portion 42C of the second other side base piece 42 of the other side base 40.

【0038】 尚、上記三角状補強材1の1つの例としての大きさは、上記一側ベ−ス20の 長さが720mm、上記他側ベ−ス40の長さが720mm、上記斜辺部材60 の長さが760mmである。また、上記各ベ−ス片の幅sは50mmである。更 に、上記一側及び他側ベ−ス20、40、斜辺部材60の厚さtは5mm程度で ある(図11から図13参照)。また、上記三角状補強材1は、1例として鋼材 から成り、防錆処理が施されている。As an example of the size of the triangular reinforcing member 1, the length of the one side base 20 is 720 mm, the length of the other side base 40 is 720 mm, and the hypotenuse member is The length of 60 is 760 mm. The width s of each base piece is 50 mm. Further, the thickness t of each of the one-side and other-side bases 20 and 40 and the hypotenuse member 60 is about 5 mm (see FIGS. 11 to 13). The triangular reinforcing member 1 is made of steel, for example, and is anticorrosive.

【0039】 以上のように、上記三角状補強材1を上記一方のはり65A及び他方はり65 Bの間に取りつけたり、上記一方の土台75A及び他方の土台75B間に取り付 けたり、上記柱90及び他方のはり65B間に取り付けたりすることで、上記各 構造材間の直角な軸組み構造を補強することができる。As described above, the triangular reinforcing member 1 is attached between the one beam 65A and the other beam 65B, is attached between the one base 75A and the other base 75B, or the pillar By attaching between 90 and the other beam 65B, it is possible to reinforce the right-angled frame structure between the structural members.

【0040】[0040]

【考案の効果】[Effect of device]

以上詳述した如く、本考案は1として、上記一側ベ−スと他側ベ−スとを備え 、これらを互いに直角と成したことにより、上記三角状補強材を一方の構造材及 び他方の構造材間に取り付けたとき、上記一方の構造材及び他方の構造材が直角 と成した状態でのみ上記三角状補強材を取り付けることとなり、上記一方の構造 材と他方の構造材とが互いに直角に組まれた状態で上記三角状補強材を取り付け ることができ、これによって、軸組み構造に本来の強度が得られる。 As described in detail above, the present invention has, as 1, the above-mentioned one side base and the other side base, and these are formed at right angles to each other, so that the triangular reinforcing member is provided on one structural member and one on the other. When attached between the other structural members, the triangular reinforcing member is attached only when the one structural member and the other structural member form a right angle, and the one structural member and the other structural member are separated from each other. The triangular reinforcing members can be attached to each other in a state of being assembled at right angles to each other, and thereby, the original strength of the frame structure is obtained.

【0041】 また2として、上記一方の構造材及び他方の構造材間に取り付けた三角状補強 材は、上記一側ベ−ス及び他側ベ−スが上記一方及び他方の構造材のそれぞれに 取り付けられていると共に、上記一側及び他側ベ−ス間をつなぐ斜辺部材を有す ることにより、上記一方及び他方の構造材に応力が加わったとき、上記一方及び 他方の構造材の軸組み部分に応力が加わりにくく、上記一方の構造材と他方の構 造材とが互いに直角に組まれた状態を維持し易い。Further, as a second point, in the triangular reinforcing member attached between the one structural member and the other structural member, the one side base and the other side base are respectively attached to the one and the other structural members. By having a hypotenuse member that is attached and connects between the one side and the other side bases, when stress is applied to the one and the other structural materials, the shafts of the one and the other structural materials are provided. Stress is less likely to be applied to the assembled portion, and it is easy to maintain the state in which the one structural material and the other structural material are assembled at right angles to each other.

【0042】 また3として、上記三角状補強材を上記一方及び他方の構造材間に取り付けた 状態では上記一方及び他方のベ−ス、並びに斜辺部材による三角状の平面内で上 記一方及び他方の構造材を補強しているので、上記互いに直角に組んだ一方の構 造材と他方の構造材とに応力が加わったとき、上記三角状補強材は、上記応力に より耐えられる強度をもち、以って上記一方及び他方の構造材をより応力に強い 構造とすることができる。As the third aspect, in the state where the triangular reinforcing member is attached between the one and the other structural members, the one and the other bases and the one and the other in the triangular plane formed by the hypotenuse member. Since the structural materials of the above are reinforced, when stress is applied to the one structural material and the other structural material assembled at right angles to each other, the triangular reinforcing material has a strength that can withstand the above stress. Therefore, the above-mentioned one and other structural materials can have a structure that is more resistant to stress.

【0043】 また4として、上記三角状補強材の断面をアングル状としたことにより、縦揺 れや横ゆれ或いはこれらの揺れが合成されたひねりの揺れに対応する応力を上記 三角状補強材が受けたとき、これらの応力により耐えられる強度を得ることがで きる。Further, as the fourth aspect, by making the cross section of the triangular reinforcing member into an angled shape, the triangular reinforcing member can apply stress corresponding to vertical shaking, horizontal shaking, or twisting in which these shaking are combined. When receiving, it is possible to obtain the strength that can be endured by these stresses.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の実施例で示した三角状補強材の使用状
態を示した図である。
FIG. 1 is a view showing a usage state of a triangular reinforcing member shown in an embodiment of the present invention.

【図2】本考案の実施例で示した三角状補強材の第一斜
視図である。
FIG. 2 is a first perspective view of the triangular reinforcing member shown in the embodiment of the present invention.

【図3】本考案の実施例で示した三角状補強材の第二斜
視図である。
FIG. 3 is a second perspective view of the triangular reinforcing member shown in the embodiment of the present invention.

【図4】本考案の実施例で示した三角状補強材の第三斜
視図である。
FIG. 4 is a third perspective view of the triangular reinforcing member shown in the embodiment of the present invention.

【図5】本考案の実施例で示した三角状補強材の正面図
である。
FIG. 5 is a front view of the triangular reinforcing member shown in the embodiment of the present invention.

【図6】本考案の実施例で示した三角状補強材の背面図
である。
FIG. 6 is a rear view of the triangular reinforcing member shown in the embodiment of the present invention.

【図7】本考案の実施例で示した三角状補強材の左側面
図である。
FIG. 7 is a left side view of the triangular reinforcing member shown in the embodiment of the present invention.

【図8】本考案の実施例で示した三角状補強材の右側面
図である。
FIG. 8 is a right side view of the triangular reinforcing member shown in the embodiment of the present invention.

【図9】本考案の実施例で示した三角状補強材の平面図
である。
FIG. 9 is a plan view of the triangular reinforcing member shown in the embodiment of the present invention.

【図10】本考案の実施例で示した三角状補強材の底面
図である。
FIG. 10 is a bottom view of the triangular reinforcing member shown in the embodiment of the present invention.

【図11】本考案の実施例で示した三角状補強材の図5
のA−A線に沿った横断端面図である。
FIG. 11 is a diagram of the triangular reinforcing member shown in the embodiment of the present invention.
It is a cross-sectional end view along the line AA of FIG.

【図12】本考案の実施例で示した三角状補強材の図5
のB−B線に沿った斜め断端面図である。
FIG. 12 is a view of the triangular reinforcing member shown in the embodiment of the present invention.
FIG. 6 is an oblique sectional view taken along line BB of FIG.

【図13】本考案の実施例で示した三角状補強材の図5
のC−C線に沿った縦断端面図である。
FIG. 13 is a view of the triangular reinforcing member shown in the embodiment of the present invention.
It is a vertical cross-sectional end view along the CC line of FIG.

【図14】本考案の実施例で示した三角状補強材をはり
とはりとの間に取り付けた斜視図である。
FIG. 14 is a perspective view in which the triangular reinforcing member shown in the embodiment of the present invention is attached between a beam and a beam.

【図15】本考案の実施例で示した三角状補強材の図1
4のD−D線に沿った縦断端面図である。
FIG. 15 is a view of the triangular reinforcing member shown in the embodiment of the present invention.
4 is a vertical cross-sectional end view taken along the line D-D in FIG.

【図16】本考案の実施例で示した三角状補強材をはり
と柱との間に取り付けた斜視図である。
FIG. 16 is a perspective view of the triangular reinforcing member shown in the embodiment of the present invention installed between a beam and a column.

【図17】本考案の実施例で示した三角状補強材の変形
例を示した斜視図である。
FIG. 17 is a perspective view showing a modification of the triangular reinforcing member shown in the embodiment of the present invention.

【図18】従来例を示した図である。FIG. 18 is a diagram showing a conventional example.

【符号の説明】[Explanation of symbols]

1 三角状補強材 20 一側ベ−ス 40 他側ベ−ス 60 斜辺部材 1 triangular reinforcing material 20 one side base 40 other side base 60 hypotenuse member

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 木造軸組み構造の互いに直角に組まれて
いる一方の構造材と他方の構造材との間に適用される補
強材1に於て;上記補強材1は、上記一方の構造材の面
に取り付けられる一側べ−ス20と、上記他方の構造材
の面に取り付けられ、上記一側ベ−ス20に対して直角
に連続する他側ベ−ス40と、上記一側ベ−ス20及び
他側ベ−ス40の端部間をつなげる斜辺部材60と、か
ら成る三角状を有し、上記一側ベ−ス20及び他側ベ−
ス40の断面はアングル状と成され、このアングル状断
面の側面が上記一方の構造材及び他方の構造材の面に面
して装着されることを特徴とする木造軸組み構造に於け
る三角状補強材。
1. A reinforcing member 1 applied between one structural member and another structural member that are assembled at right angles to each other in a wooden frame structure; the reinforcing member 1 is the one structure. One side base 20 attached to the surface of the material, the other side base 40 attached to the surface of the other structural material and continuous at right angles to the one side base 20, and the one side The one side base 20 and the other side base 40 have a triangular shape composed of a hypotenuse member 60 connecting the ends of the base 20 and the other side base 40.
The cross section of the spar 40 is formed in an angled shape, and the side surface of the angled cross section is mounted so as to face the surfaces of the one structural material and the other structural material, and the triangular shape in the wooden frame structure. Shaped reinforcement.
JP1995005182U 1995-05-01 1995-05-01 Triangular reinforcing material in wooden frame structure Expired - Lifetime JP3017608U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995005182U JP3017608U (en) 1995-05-01 1995-05-01 Triangular reinforcing material in wooden frame structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995005182U JP3017608U (en) 1995-05-01 1995-05-01 Triangular reinforcing material in wooden frame structure

Publications (1)

Publication Number Publication Date
JP3017608U true JP3017608U (en) 1995-10-31

Family

ID=43153085

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995005182U Expired - Lifetime JP3017608U (en) 1995-05-01 1995-05-01 Triangular reinforcing material in wooden frame structure

Country Status (1)

Country Link
JP (1) JP3017608U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7097132B1 (en) * 2022-02-07 2022-07-07 株式会社アディックス都市建築設計事務所 Frame structure and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7097132B1 (en) * 2022-02-07 2022-07-07 株式会社アディックス都市建築設計事務所 Frame structure and its construction method

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