JP2004285817A - Woody earthquake-resistance opening frame built into wooden body - Google Patents

Woody earthquake-resistance opening frame built into wooden body Download PDF

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JP2004285817A
JP2004285817A JP2003347587A JP2003347587A JP2004285817A JP 2004285817 A JP2004285817 A JP 2004285817A JP 2003347587 A JP2003347587 A JP 2003347587A JP 2003347587 A JP2003347587 A JP 2003347587A JP 2004285817 A JP2004285817 A JP 2004285817A
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JP3878933B2 (en
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Junichi Tezuka
純一 手塚
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J KENCHIKU SYST KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a structure to which an earthquake-resistance opening reinforcement work can be easily done by combining with a woody material. <P>SOLUTION: By mounting a woody earthquake-resistance opening frame on an opening of an existing or a newly-built wooden building, unbalance of a bearing wall is eliminated and earthquake protection for the whole building is improved. The woody earthquake resistance opening frame is composed of a left vertical column base, a right vertical column base, a horizontal frame connected to their inner sides of the upper ends, left and right corner reinforcing parts and left and right column base fittings. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、木造躯体に組込む木質耐震開口フレー厶に関するものである。
既存及び新築の木造建築物における耐力壁のアンバランスの解消と建物全体の耐震性の向上を図るため、新規な発想で開口部の耐力壁化を木質耐震開口フレー厶にて行うことにより、必要最低限の壁倍率・床倍率でバランスの取れた耐力壁の配置を可能とするものである。
The present invention relates to a wooden seismic opening frame to be incorporated into a wooden frame.
In order to eliminate the unbalance of the shear walls of existing and new wooden buildings and to improve the earthquake resistance of the entire building, it is necessary to make the shear walls of the openings with new ideas using wooden seismic opening frames. This enables a balanced bearing wall arrangement with minimum wall magnification and floor magnification.

既存建築物の耐震補強工事や新築工事における補強は多種、多用の素材、手法が用いられてきたが、従来の技術では大がかりで、頑強な鋼鉄製の物が多く、取り付け補強工事に労力と費用が多く必要とされている。
既存、新築建築物のいずれにも適用可能な耐震開口補強技術は少ない。(例えば、特許文献1参照)
特許第2946299号公報
Various types of materials and techniques have been used to reinforce existing buildings for seismic retrofitting and new construction.However, conventional techniques are large and are often made of sturdy steel. Many are needed.
There are few techniques for reinforcing seismic apertures that can be applied to both existing and new buildings. (For example, see Patent Document 1)
Japanese Patent No. 2946299

1.L字状に構成された枠の接合において、互いの枠材を引き寄せる手立てがない。
2.L字状の枠材を構成する部材が一種類のため、製造、加工に時間と費用がかかり、材料のロスが多かった。
3.L字状枠どうしの接合のための加工も、互いに組合わせてピン打込み接合のため、加工、組立てに時間と費用を要していた。
4.L字状枠のコーナー部をラーメン構造とするための補強をする手立てがない。
1. In joining the L-shaped frames, there is no means for drawing the frame members together.
2. Since there is only one kind of member constituting the L-shaped frame material, time and cost are required for manufacturing and processing, and a large amount of material is lost.
3. The processing for joining the L-shaped frames also requires time and cost for processing and assembly because they are combined with each other and pin-joined.
4. There is no way to reinforce the corners of the L-shaped frame to have a ramen structure.

このようなことから、本発明は下記のことができるものを提供しようとするものである。
1.木質部材の組み合わせにより簡易的に耐震開口補強工事を行える構造とする。
2.新築・改修工事にも適応可能とする。
3.開口部が耐力壁となるようフレー厶のコーナー部をラーメン構造とし、中間のフレー厶接合をピン接合となる簡易的な接合金具を用いてフレー厶を構成する。
4.さらに、コーナー部に炭素・ガラス・アラミド等の繊維による接着補強することも可能とする。
5.本フレームの躯体止め付けは容易に行えるラグスクリュー等を用いる。
6.本フレームをプレカット工場等にて量産することにより製品コストを低く抑える。
7.狭小地の間口の小さい車庫組込住宅や、店舗建築物などの大開口を有する建物にラーメン構造となるよう構成された門型開口フレームを用いることで、改正建築基準法により木造建築が不可能とされた建物も木造で可能とする。
8.吹き抜けや天窓等により水平剛性が低下する場合にも適用可能とする。
9.既存建築物及び新築物件への対応する手段として本フレー厶に適合した新規格品サッシ、玄関等にて適応する。また、新築の場合、普及規格サイズに合わせたフレー厶構成とし、柱を本フレーム部材幅分逃がして適応することも可能とする。
10.フレーム部品はI型又はL型の部材のいずれかを用いてL型に組み合わせた木質部品を用い開口幅に適合するようにL型部品を組み合わせる。
11.サッシ等の取り付ける開口部を耐力壁化するためにL型部品のコーナー部をラーメン構造となるよう単板積層材(LVL等)のL型部材を用いたり、集成材等のI型部材を簡易的な繊維接着や引っ張り接合金物でL型に組み合わせた部品を開口部内側の四方向または三方向に引っ張り接合金物にて取り付ける。
12.さらに、四隅コーナー部を繊維接着による補強も可能とする。
13.一般的な窓等の開口部は、四方向の組み合わせとし、玄関サッシや車庫、店舗等の開口部は三方向の組み合わせにより耐力壁化となる。
14.本内付けL型部品の製造をプレカット工場にて量産する。
15.現場取り付け作業が容易に行えるようラグスクリューボルト等を用いる。
In view of the above, the present invention aims to provide the following.
1. A structure that can easily perform seismic opening reinforcement work by combining wood members.
2. It can be adapted to new construction and renovation work.
3. The frame is constructed with a frame structure at the corners of the frame so that the opening serves as a bearing wall, and a simple metal fitting that makes the intermediate frame joint a pin joint.
4. Further, it is also possible to reinforce the corner portion with a fiber such as carbon, glass, or aramid.
5. A lag screw or the like that can be easily attached to the frame of this frame is used.
6. Mass production of this frame at a pre-cut factory keeps product costs low.
7. Buildings with large openings, such as garage built-in houses with small openings on narrow lands and store buildings, etc., cannot use wooden structures due to the revised Building Standard Law by using a gate-shaped opening frame configured to have a ramen structure. The said building can be made of wooden.
8. It can be applied to the case where the horizontal rigidity is reduced due to a blow-through or a skylight.
9. As a means of responding to existing buildings and newly built properties, it will be applied to new standard sashes and entrances that are compatible with this frame. Also, in the case of a new construction, the frame structure will be adapted to the popular standard size, and it will be possible to adapt the column by allowing it to escape by the width of the frame member.
10. As the frame part, an L-shaped part is combined with an L-shaped part using an I-shaped or L-shaped member.
11. In order to make the opening for mounting a sash or the like a load-bearing wall, an L-shaped member such as a single-layer laminated material (LVL) is used so that a corner portion of the L-shaped component has a ramen structure, or an I-shaped member such as a laminated material is simplified. The parts combined into an L-shape by means of typical fiber bonding or pull joints are attached in four or three directions inside the opening by pull joints.
12. Further, the four corners can be reinforced by fiber bonding.
13. Openings of general windows and the like are combined in four directions, and openings of entrance sashes, garages, stores, and the like are provided with a bearing wall by a combination of three directions.
14. The internal L-shaped parts will be mass-produced at the pre-cut factory.
15. Use lag screw bolts or the like to facilitate on-site installation.

請求項1記載の発明は、基礎2Fと、基礎上の土台2Aに並立された左右の柱2B、2Cと、左右の柱の上面に横架された胴差2Dで形成された出入り口などに使用する正面方形の第1種開口部2に、当該開口部内に組み込み状態で取付けられる門型耐震開口フレー厶3から構成され、門型耐震開口フレー厶3は、左縦柱脚3Aと、右縦柱脚3Bと、これらの上端内側に連結された横架枠3Cと、左右の柱脚金物3Eから構成されていることを特徴とするものである。  The invention according to claim 1 is used for an entrance formed by a foundation 2F, left and right columns 2B and 2C juxtaposed on a foundation 2A on the foundation, and a trunk difference 2D bridged on the upper surfaces of the left and right columns. A gate type seismic opening frame 3 is installed in the front square type opening 2 to be installed in the opening. The gate type seismic opening frame 3 includes a left column base 3A and a right vertical column. It comprises a column base 3B, a horizontal frame 3C connected to the inside of the upper end thereof, and left and right column base hardware 3E.

請求項2記載の発明は、基礎2Fと、基礎上の土台2Aに並立された左右の柱2B、2Cと、左右の柱の上面に横架された胴差2Dで形成された出入り口などに使用する正面方形の第1種開口部2に、当該開口部内に組み込み状態で取付けられる門型耐震開口フレーム3から構成され、門型耐震開口フレーム3は、左縦柱脚3Aと、右縦柱脚3Bと、これらの上端内側に連結された横架枠3Cと、左右のコーナー補強部3Dと、左右の柱脚金物3Eから構成され、
左右のコーナー補強部3Dは、左縦柱脚3A及び右縦柱脚3Bと直交状態の横架枠3Cにおいて、横架枠3Cの左方部分と右方部分に丸鋼にメネジ加工をした引っ張り金物3D1を埋め込み、左縦柱脚3Aの左方面と右縦柱脚3Bの右方面から貫入した引っ張りボルト3D2を引っ張り金物と螺合するよう構成され、
左右の柱脚金物3Eは、左縦柱脚3Aの下端面と右縦柱脚3Bの下端面に対応する大きさに構成された箱3E1と、箱3E1の上面中央に左右方向をもって植設された縦板3E2と、縦板3E2の上辺に添着された引き寄せ効果を有するウッドタッチパイプ3E3から構成されていることを特徴とするものである。
The invention according to claim 2 is used for an entrance formed by a foundation 2F, left and right columns 2B and 2C juxtaposed on a foundation 2A on the foundation, and a trunk difference 2D bridged on the upper surfaces of the left and right columns. A gate type seismic opening frame 3 attached to the front rectangular first type opening 2 to be installed in the opening, and the gate type seismic opening frame 3 includes a left vertical column base 3A and a right vertical column base. 3B, a horizontal frame 3C connected to the inside of the upper end, left and right corner reinforcements 3D, and left and right column base hardware 3E.
The left and right corner reinforcements 3D are formed by pulling round steel on the left and right portions of the horizontal frame 3C in the horizontal frame 3C orthogonal to the left vertical column base 3A and the right vertical column base 3B. The metal fitting 3D1 is embedded, and a tension bolt 3D2 penetrating from the left side of the left vertical column base 3A and the right side of the right vertical column base 3B is configured to be screwed with the pulling metal,
The left and right column base hardware 3E are planted in the left and right directions at the center of the upper surface of the box 3E1 and a box 3E1 configured to have a size corresponding to the lower end surface of the left vertical column base 3A and the lower end surface of the right vertical column base 3B. A vertical plate 3E2 and a wood touch pipe 3E3 having an attraction effect attached to an upper side of the vertical plate 3E2.

請求項3記載の発明は、請求項2記載の発明において、左右の柱脚金物3Eは、左縦柱脚3Aと右縦柱脚3Bの下端面に形成されたプレカットを利用して装着しドリフトピン3E4で固定し、左右の柱脚金物3Eは基礎2Fにアンカーボルト3E5で固定するよう構成されていることを特徴とするものである。  According to a third aspect of the present invention, in the second aspect of the present invention, the left and right column base metal fittings 3E are mounted and drifted using precuts formed on the lower end surfaces of the left vertical column base 3A and the right vertical column base 3B. It is characterized by being fixed by pins 3E4 and left and right column base hardware 3E to be fixed to foundation 2F by anchor bolts 3E5.

請求項4記載の発明は、土台2Aや横架材と、土台や横架材上に並立された左右の柱2B、2Cと、左右の柱の上面に横架された胴差2Dや桁で形成された出入り口などに使用する正面方形の第2種開口部22、あるいはマグサで形成された窓などに使用する正面方形の第3種開口部に、当該開口部内に組み込み状態で取付けられる耐震開口フレーム4から構成され、耐震開口フレー厶4は、内方に向けL字状に構成された左上方枠4Aと、内方に向けL字状に構成された左下方枠4Bと、内方に向けL字状に構成された右上方枠4Cと、内方に向けL字状に構成された右下方枠4Dと、これらを連結する引っ張り縦接合金具部4Eと、引っ張り横接合金具部4Fから構成されていることを特徴とするものである。  The invention according to claim 4 is based on the base 2A or the horizontal member, the left and right columns 2B and 2C juxtaposed on the base or the horizontal member, and the body difference 2D or the girder horizontally mounted on the upper surfaces of the left and right columns. A seismic opening that is attached to the front square type 2 opening 22 used for the formed entrance or the like, or the front square type 3 opening used for the window made of magsa, etc. The seismic aperture frame 4 is composed of a frame 4 and an upper left frame 4A formed in an L shape inward, a lower left frame 4B formed in an L shape inward, and The upper right frame 4C formed in an L-shape, the lower right frame 4D formed in an L-shape inward, a tensile vertical joint 4E, and a pull horizontal joint 4F connecting these. It is characterized by comprising.

請求項5記載の発明は、土台2Aや横架材と、土台や横架材上に並立された左右の柱2B、2Cと、左右の柱の上面に横架された胴差2Dや桁で形成された出入り口などに使用する正面方形の第2種開口部22、あるいはマグサで形成された窓などに使用する正面方形の第3種開口部に、当該開口部内に組み込み状態で取付けられる耐震開口フレーム4から構成され、
耐震開口フレーム4は、内方に向けL字状に構成された左上方枠4Aと、内方に向けL字状に構成された左下方枠4Bと、内方に向けL字状に構成された右上方枠4Cと、内方に向けL字状に構成された右下方枠4Dと、これらを連結する引っ張り縦接合金具部4Eと、引っ張り横接合金具部4Fから構成され、左上方枠4Aの下端と左下方枠4Bの上端とが当接する左接合部4Gは、引っ張り縦接合金具部4Eを介して連結され、右上方枠4Cの下端と右下方枠4Dの上端とが当接する右接合部4Gは、引っ張り縦接合金具部4Eを介して連結され、左上方枠4Aの右端と右上方枠4Cの左端とが当接する上接合部4Hは、引っ張り横接合金具部4Fを介して連結され、左下方枠4Bの右端と右下方枠4Dの左端とが当接する下接合部4Hは、引っ張り横接合金具部4Fを介して連結されていることを特徴とするものである。
The invention according to claim 5 is based on the base 2A or the horizontal member, the left and right columns 2B and 2C juxtaposed on the base or the horizontal member, and the body difference 2D or the girder horizontally mounted on the upper surfaces of the left and right columns. A seismic opening that is attached to the front square type 2 opening 22 used for the formed entrance or the like, or the front square type 3 opening used for the window made of magsa, etc. Consists of frame 4,
The anti-seismic opening frame 4 is configured to have an upper left frame 4A formed in an L shape inward, a lower left frame 4B formed in an L shape inward, and an L shape formed inward. A right upper frame 4C, a right lower frame 4D formed in an L-shape toward the inside, a tension vertical joining metal part 4E for connecting these, and a pull horizontal joining metal part 4F. Joint 4G where the lower end of the lower frame 4B and the upper end of the lower left frame 4B abut is connected via a tension vertical joint fitting 4E, and the right joint where the lower end of the upper right frame 4C and the upper end of the lower right frame 4D abut. The portion 4G is connected via a tensile vertical joint 4E, and the upper joint 4H where the right end of the upper left frame 4A and the left end of the upper right frame 4C abut is connected via a tensile lateral joint 4F. A lower joint 4H in which the right end of the lower left frame 4B and the left end of the lower right frame 4D abut. , And it is characterized in that it is connected via a tension transverse connecting bracket portion 4F.

請求項6記載の発明は、請求項4あるいは請求項5記載の発明において、
引っ張り縦接合金具部4Eは、縦接合金具4E1と、縦切込み部4E2から構成され、縦接合金具4E1は、鋼板プレート4E11の上下端に斜めに溶接したクサビ効果を有するウッドタッチパイプ4E12から構成され、縦切込み部4E2は、左接合部4Gと右接合部4Gに、当該左接合部と右接合部の中心から上下方向に刻設した鋼板プレート挿入用縦切込み4E21と、縦切込みの先端に連設されたウッドタッチパイプ用受穴4E22かと構成され、縦接合金具を縦切込み部に打ち込み、ドリフトピンDPを打設して左接合部と右接合部とはそれぞれ接合するよう構成され、
引っ張り横接合金具部4Fは、横接合金具4F1と、横切込み部4F2から構成され、横接合金具4F1は、鋼板プレート4F11の左右端に斜めに溶接したクサビ効果を有するウッドタッチパイプ4F12から構成され、横切込み部4F2は、上接合部4Hと下接合部4Hに、当該上接合部と下接合部の中心から左右方向に刻設した鋼板プレート挿入用横切込み4F21と、横切込みの先端に連設されたウッドタッチパイプ用受穴4F22から構成され、横接合金具を横切込み部に打ち込み、ドリフトピンDPを打設して上接合部と下接合部とを接合するよう構成されていることを特徴とするものである。
The invention according to claim 6 is the invention according to claim 4 or claim 5,
The pulling vertical joining metal part 4E is composed of a vertical joining metal part 4E1 and a vertical notch part 4E2, and the vertical joining metal part 4E1 is composed of a wood touch pipe 4E12 having a wedge effect which is obliquely welded to upper and lower ends of a steel plate 4E11. The vertical notch 4E2 is connected to the left joint 4G and the right joint 4G in the vertical direction from the center of the left joint and the right joint. It is configured such that it is provided with a receiving hole 4E22 for a wood touch pipe, a vertical joint is driven into a vertical notch, a drift pin DP is driven, and a left joint and a right joint are respectively joined,
The pulling lateral joining metal part 4F is composed of a lateral joining metal part 4F1 and a horizontal notch part 4F2, and the horizontal joining metal part 4F1 is composed of a wood touch pipe 4F12 having a wedge effect which is obliquely welded to the left and right ends of the steel plate 4F11. The horizontal notch 4F2 is connected to the upper joint 4H and the lower joint 4H, and is connected to the tip of the horizontal notch 4F21 for inserting a steel plate into the left and right direction from the center of the upper joint and the lower joint. It is configured from the provided wood touch pipe receiving hole 4F22, and is configured such that the horizontal joint fitting is driven into the transverse notch and the drift pin DP is driven to join the upper joint and the lower joint. It is a feature.

請求項7記載の発明は、請求項4ないし請求項6のいずれかに記載の発明フレー厶において、左上方枠4Aは、I型部材を用いて縦枠4A1と横枠4A2をL字状に連結して構成され、左下方枠4Bは、I型部材を用いて縦枠4B1と横枠4B2をL字状に連結して構成され、右上方枠4Cは、I型部材を用いて縦枠4C1と横枠4C2をL字状に連結して構成され、右下方枠4Dは、I型部材を用いて縦枠4C1と横枠4C2をL字状に連結して構成されていることを特徴とするものである。  According to a seventh aspect of the present invention, in the frame according to any one of the fourth to sixth aspects, the upper left frame 4A is formed by using an I-shaped member to form the vertical frame 4A1 and the horizontal frame 4A2 into an L shape. The lower left frame 4B is formed by connecting the vertical frame 4B1 and the horizontal frame 4B2 in an L shape using an I-shaped member, and the upper right frame 4C is formed by using an I-shaped member. The lower right frame 4D is formed by connecting the vertical frame 4C1 and the horizontal frame 4C2 in an L shape using an I-shaped member. It is assumed that.

請求項8記載の発明は、請求項4ないし請求項6のいずれかに記載の木造躯体に組込む木質耐震開口フレー厶において、左上方枠4A、左下方枠4B、右上方枠4C、右下方枠4Dは、L字状の縦枠と横枠において、このコーナー部分はアラミド繊維シートなどで繊維接着補強されていることを特徴とするものである。  According to an eighth aspect of the present invention, in the wooden seismic opening frame to be incorporated in the wooden frame according to any one of the fourth to sixth aspects, the upper left frame 4A, the lower left frame 4B, the upper right frame 4C, and the lower right frame are provided. 4D is characterized in that, in the L-shaped vertical frame and horizontal frame, the corners thereof are fiber-bonded and reinforced with aramid fiber sheet or the like.

請求項9記載の発明は、請求項4ないし請求項6のいずれかに記載の発明フレー厶において、L字状に連結された縦枠と横枠における横枠に丸鋼にメネジ加工をした引っ張り金物を埋め込み、縦枠の右方面から貫入した引っ張りボルトを引っ張り金物に螺合するよう構成されていることを特徴とするものである。  According to a ninth aspect of the present invention, there is provided the pulley according to any one of the fourth to sixth aspects, wherein the horizontal frame of the vertical frame and the horizontal frame connected in an L shape is internally threaded with round steel. It is characterized in that it is configured to embed a hardware and screw a tension bolt penetrating from the right side of the vertical frame to the tension hardware.

請求項10記載の発明は、床面5等の開口部5Aに、請求項4ないし請求項9記載の発明を、構造躯体の大梁・小梁材の内側に強固に取り付けることを特徴とするものである。  The invention according to claim 10 is characterized in that the invention according to claims 4 to 9 is firmly attached to the opening 5A of the floor 5 or the like inside the girders or small beams of the structural frame. It is.

本発明は、上記「発明が解決しようとする課題」の項で指摘した課題を解決しようとするものである。  The present invention is intended to solve the problems pointed out in the section of “Problems to be Solved by the Invention”.

実施の形態について図面を参照して説明する。
1は第1発明の木造躯体に組込む木質耐震開口フレームである。
1イは第2発明の木造躯体に組込む木質耐震開口フレームである。
Embodiments will be described with reference to the drawings.
Reference numeral 1 denotes a wooden seismic opening frame to be incorporated into the wooden frame of the first invention.
1a is a wooden seismic opening frame to be incorporated into the wooden frame of the second invention.

第1発明の木造躯体に組込む木質耐震開口フレーム1は、基礎2Fと、基礎上の土台2Aに並立された左右の柱2B、2Cと、左右の柱の上面に横架された胴差2Dで形成された出入り口などに使用する正面方形の第1種開口部2に、当該開口部内に組み込み状態で取付けられる門型耐震開口フレーム3から構成されている。
第1種開口部2は、玄関サッシや車庫・店舗等の開口部である。
The wooden seismic opening frame 1 incorporated in the wooden frame of the first invention is composed of a foundation 2F, left and right columns 2B and 2C juxtaposed on a foundation 2A on the foundation, and a body difference 2D suspended on the upper surfaces of the left and right columns. A gate-type earthquake-resistant opening frame 3 is attached to a first type opening 2 of a square front shape used for a formed entrance and the like, and is mounted in the opening.
The first type opening 2 is an opening of an entrance sash, a garage, a store, or the like.

門型耐震開口フレー厶3は、左縦柱脚3Aと、右縦柱脚3Bと、これらの上端内側に連結された横架枠3Cと、左右のコーナー補強部3Dと、左右の柱脚金物3Eから構成されている。
A.左右のコーナー補強部3Dは、左縦柱脚3A及び右縦柱脚3Bと直交状態の横架枠3Cにおいて、横架枠3Cの左方部分と右方部分に丸鋼にメネジ加工をした引っ張り金物3D1を埋め込み、左縦柱脚3Aの左方面と右縦柱脚3Bの右方面から貫入した引っ張りボルト3D2を引っ張り金物と螺合するよう構成されている。
この場合、
a1.ゴム付き座金3D21を用いて木のやせによる緩み防止することが可能である。
a2.引っ張り金物の緩み防止としてボルトのネジ部にエポキシ樹脂等の接着剤を塗布してから挿入することも可能である。
a3.数本の引っ張りボルトを受けるよう数カ所にメネジ加工したものも可能である。
a4.左右のコーナー部分は、アラミド繊維シート3D3などで繊維接着補強をすることができる。
The portal-type seismic opening frame 3 includes a left vertical column base 3A, a right vertical column base 3B, a horizontal frame 3C connected inside the upper ends thereof, left and right corner reinforcing portions 3D, and left and right column base hardware. 3E.
A. The left and right corner reinforcements 3D are formed by pulling round steel on the left and right portions of the horizontal frame 3C in the horizontal frame 3C orthogonal to the left vertical column base 3A and the right vertical column base 3B. The metal fitting 3D1 is embedded, and a tension bolt 3D2 penetrating from the left side of the left vertical column base 3A and the right side of the right vertical column base 3B is screwed with the pulling metal.
in this case,
a1. Using the washer 3D21 with rubber, it is possible to prevent the slack due to the thinness of the tree.
a2. It is also possible to apply an adhesive such as epoxy resin to the screw portion of the bolt before inserting the bolt to prevent the tension metal from being loosened.
a3. A female thread at several locations to receive several tension bolts is also possible.
a4. The left and right corners can be reinforced with fiber adhesive with an aramid fiber sheet 3D3 or the like.

B.左右の柱脚金物3Eは、左縦柱脚3Aの下端面と右縦柱脚3Bの下端面に対応する大きさに構成された箱3E1と、箱3E1の上面中央に左右方向をもって植設された縦板3E2と、縦板3E2の上辺に添着された引き寄せ効果を有するウッドタッチパイプ3E3から構成されている。
そして、これら左右の柱脚金物3Eは、左縦柱脚3Aと右縦柱脚3Bの下端面に形成されたプレカットを利用して装着しドリフトピン3E4で固定されている。
さらに、左右の柱脚金物3Eは基礎2Fにアンカーボルト3E5で固定するよう構成されている。
C.左縦柱脚3Aと右縦柱脚3Bには、コーチスクリューボルト3Gとスプリングワッシャー付き座金3G1が取付けられる水平なボルト穴3G2が適数段開設されている。
B. The left and right column base hardware 3E are planted in the left and right directions at the center of the upper surface of the box 3E1 and a box 3E1 configured to have a size corresponding to the lower end surface of the left vertical column base 3A and the lower end surface of the right vertical column base 3B. A vertical plate 3E2 and a wood touch pipe 3E3 having an attraction effect attached to the upper side of the vertical plate 3E2.
These left and right column base hardware 3E are mounted using precuts formed on the lower end surfaces of the left vertical column base 3A and the right vertical column base 3B, and are fixed by drift pins 3E4.
Further, the left and right column base hardware 3E are configured to be fixed to the foundation 2F with anchor bolts 3E5.
C. The left vertical column base 3A and the right vertical column base 3B are provided with an appropriate number of horizontal bolt holes 3G2 to which coach screw bolts 3G and washers 3G1 with spring washers are attached.

第2発明の木造躯体に組込む木質耐震開口フレー厶1イは、土台2Aと、土台上に並立された左右の柱2B、2Cと、左右の柱の上面に横架された胴差2Dで形成された出入り口などに使用する正面方形の第2種開口部22、あるいはマグサ(図示略)で形成された窓などに使用する正面方形の第3種開口部(図示略)に、当該開口部内に組み込み状態で取付けられる耐震開口フレーム4から構成されている。
A.耐震開口フレー厶4は、内方に向けL字状に構成された左上方枠4Aと、内方に向けL字状に構成された左下方枠4Bと、内方に向けL字状に構成された右上方枠4Cと、内方に向けL字状に構成された右下方枠4Dと、これらを連結する引っ張り縦接合金具部4Eと、引っ張り横接合金具部4Fから構成されている。
The wooden seismic opening frame 1 incorporated in the wooden frame of the second invention is formed by a base 2A, left and right columns 2B and 2C juxtaposed on the base, and a body difference 2D suspended on the upper surfaces of the left and right columns. A front-type square second type opening 22 (not shown) used for a doorway or the like, or a front-type square third type opening (not shown) used for a window formed of a magsa (not shown). It is composed of an earthquake-resistant opening frame 4 which is attached in a built-in state.
A. The anti-seismic opening frame 4 has an upper left frame 4A formed in an L shape inward, a lower left frame 4B formed in an L shape inward, and an L shape formed inward. The upper right frame 4C, the lower right frame 4D formed in an L-shape toward the inside, a tensile vertical joint 4E connecting these components, and a tensile horizontal joint 4F.

a.左上方枠4Aの下端と左下方枠4Bの上端とが当接する左接合部4Gは、引っ張り縦接合金具部4Eを介して連結され、右上方枠4Cの下端と右下方枠4Dの上端とが当接する右接合部4Gは、引っ張り縦接合金具部4Eを介して連結され、左上方枠4Aの右端と右上方枠4Cの左端とが当接する上接合部4Hは、引っ張り横接合金具部4Fを介して連結され、左下方枠4Bの右端と右下方枠4Dの左端とが当接する下接合部4Hは、引っ張り横接合金具部4Fを介して連結されている。  a. The left joint 4G where the lower end of the upper left frame 4A and the upper end of the lower left frame 4B abut is connected via a pulling vertical joint fitting 4E, and the lower end of the upper right frame 4C and the upper end of the lower right frame 4D are connected. The right joint 4G that is in contact is connected via a tension vertical joint 4E, and the upper joint 4H in which the right end of the upper left frame 4A and the left end of the upper right frame 4C are in contact with the pull horizontal joint 4F. The lower joining portion 4H where the right end of the lower left frame 4B and the left end of the lower right frame 4D are in contact with each other is connected via a pulling lateral joining fitting 4F.

B.引っ張り縦接合金具部4Eは、縦接合金具4E1と、縦切込み部4E2から構成されている。
b1.縦接合金具4E1は、鋼板プレート4E11の上下端に斜めに溶接したクサビ効果を有するウッドタッチパイプ4E12から構成されている。
b2.縦切込み部4E2は、左接合部4Gと右接合部4Gに、当該左接合部と右接合部の中心から上下方向に刻設した鋼板プレート挿入用縦切込み4E21と、縦切込みの先端に連設されたウッドタッチパイプ用受穴4E22から構成されている。
b3.縦接合金具を縦切込み部に打ち込み、ドリフトピンDPを打設することで、左接合部と右接合部とはそれぞれ確実に接合される。
B. The pulling vertical joining metal part 4E includes a vertical joining metal part 4E1 and a vertical notch part 4E2.
b1. The vertical joint 4E1 is composed of a wood touch pipe 4E12 having a wedge effect, which is obliquely welded to the upper and lower ends of a steel plate 4E11.
b2. The vertical notch 4E2 is provided on the left joint 4G and the right joint 4G, and is vertically engraved from the center of the left joint and the right joint for inserting a steel plate. And a receiving hole 4E22 for a wood touch pipe.
b3. The left joint and the right joint are securely joined to each other by driving the vertical joints into the vertical cuts and driving the drift pins DP.

C.引っ張り横接合金具部4Fは、横接合金具4F1と、横切込み部4F2から構成されている。
c1.横接合金具4F1は、鋼板プレート4F11の左右端に斜めに溶接したクサビ効果を有するウッドタッチパイプ4F12から構成されている。
c2.横切込み部4F2は、上接合部4Hと下接合部4Hに、当該上接合部と下接合部の中心から左右方向に刻設した鋼板プレート挿入用横切込み4F21と、横切込みの先端に連設されたウッドタッチパイプ用受穴4F22から構成されている。
c3.横接合金具を横切込み部に打ち込み、ドリフトピンDPを打設することで、上接合部と下接合部とはそれぞれ確実に接合される。
C. The pulling horizontal joining metal part 4F includes a horizontal joining metal part 4F1 and a horizontal notch part 4F2.
c1. The horizontal joint 4F1 is formed of a wood touch pipe 4F12 having a wedge effect, which is obliquely welded to the left and right ends of the steel plate 4F11.
c2. The horizontal notch 4F2 is connected to the upper joint 4H and the lower joint 4H, and the steel plate is inserted in the left and right direction from the center of the upper joint and the lower joint. Of the wood touch pipe receiving hole 4F22.
c3. The upper joint and the lower joint are securely joined by driving the lateral joints into the lateral cuts and driving the drift pins DP.

D.縦接合金具4E1、横接合金具4F1は、同一搆造に構成されているので、どちらか一つを用意しておき、接合部の向きによって縦にしたり横にしたりして使用するとよい。  D. Since the vertical joint 4E1 and the horizontal joint 4F1 are formed in the same frame, one of them may be prepared and used vertically or horizontally depending on the direction of the joint.

A.左上方枠4Aは、I型部材を用いて縦枠4A1と横枠4A2をL字状に連結して構成され、左下方枠4Bは、I型部材を用いて縦枠4B1と横枠4B2をL字状に連結して構成され、右上方枠4Cは、I型部材を用いて縦枠4C1と横枠4C2をL字状に連結して構成され、右下方枠4Dは、I型部材を用いて縦枠4D1と横枠4D2をL字状に連結して構成されている。
そして、この場合、各縦枠と各横枠には、コーチスクリューボルト4Lとスプリングワッシャー付き座金4L1が取付けられる水平なボルト穴4L2が適数段開設されている。
A. The upper left frame 4A is formed by connecting the vertical frame 4A1 and the horizontal frame 4A2 in an L shape using an I-shaped member, and the lower left frame 4B is formed by connecting the vertical frame 4B1 and the horizontal frame 4B2 using an I-shaped member. The upper right frame 4C is configured by connecting the vertical frame 4C1 and the horizontal frame 4C2 in an L shape using an I-shaped member, and the lower right frame 4D is configured by connecting the I-shaped member. The vertical frame 4D1 and the horizontal frame 4D2 are connected in an L-shape.
In this case, an appropriate number of horizontal bolt holes 4L2 to which a coach screw bolt 4L and a washer 4L1 with a spring washer are attached are formed in each vertical frame and each horizontal frame.

B.左上方枠4A、左下方枠4B、右上方枠4C、右下方枠4Dについては、下記のように構成することができる。
右上方枠4Cを例に説明する。
b1.図13〜図15を参照して、L字状に連結された縦枠4C1と横枠4C2において、この連結箇所はアラミド繊維シート4Iなどで繊維接着補強をすることができる。
b2.図16〜図21を参照して、L字状に連結された縦枠4C1と横枠4C2において、横枠4A2の右方部分に丸鋼にメネジ加工をした引っ張り金物4J1を埋め込み、縦枠4C1の右方面から貫入した引っ張りボルト4Jを引っ張り金物と螺合するよう構成されている。
なお、4J2はゴム付き座金で、木のやせによる緩み防止することが可能である。
b3.図22〜図24を参照して、L字状に連結された縦枠4C1と横枠4C2において、横枠4C2の右方部分に丸鋼にメネジ加工をした引っ張り金物4J1を埋め込み、縦枠4C1の右方面から貫入した引っ張りボルト4Jを引っ張り金物と螺合するよう構成されている。
さらに、この連結箇所はアラミド繊維シート41などで繊維接着補強することができる。
b4.図25〜図28を参照して、L字状に一体に構成されたL型部材において、連結箇所はアラミド繊維シート4Iなどで縦横の繊維接着補強されている。
b5.図29を参照して、床面5等の開口部5Aに、第2発明の木造躯体に組込む木質耐震開口フレーム1イを、構造躯体の大梁・小梁材の内側にラグスクリューボルト等を用いて強固に取り付けることができる。
B. The upper left frame 4A, the lower left frame 4B, the upper right frame 4C, and the lower right frame 4D can be configured as follows.
The right upper frame 4C will be described as an example.
b1. Referring to FIGS. 13 to 15, in the vertical frame 4C1 and the horizontal frame 4C2 connected in an L-shape, the connection can be reinforced with an aramid fiber sheet 4I or the like.
b2. Referring to FIGS. 16 to 21, in vertical frame 4C1 and horizontal frame 4C2 connected in an L-shape, a pull metal 4J1 obtained by female threading round steel is embedded in the right portion of horizontal frame 4A2, and vertical frame 4C1 is inserted. The pull bolt 4J penetrating from the right side of the is screwed with the pull hardware.
In addition, 4J2 is a washer with a rubber, which can be prevented from loosening due to a thin tree.
b3. Referring to FIG. 22 to FIG. 24, in the vertical frame 4C1 and the horizontal frame 4C2 connected in an L-shape, a pull metal member 4J1 obtained by female threading round steel is embedded in the right part of the horizontal frame 4C2 to form the vertical frame 4C1. The pull bolt 4J penetrating from the right side of the is screwed with the pull hardware.
Further, the connecting portion can be reinforced and bonded with an aramid fiber sheet 41 or the like.
b4. Referring to FIGS. 25 to 28, in the L-shaped member integrally formed in the L-shape, the connecting portions are reinforced with vertical and horizontal fiber adhesive reinforcement by an aramid fiber sheet 4I or the like.
b5. Referring to FIG. 29, a wooden seismic opening frame 1a to be incorporated into the wooden frame of the second invention is used in the opening 5A of the floor 5 or the like, and lag screw bolts and the like are used inside the large beams and small beams of the structural frame. And can be firmly attached.

1.L字状に一体に構成されたL型部材(図25)の構成
構造用単板積層材(LVL)の繊維方向を部分的に変えたクロス板(LVB)、厚手の構造用合板等の木質板を用い、L字型にカットする。
コーナー部に繊維補強も可能とする。
L型部品を組み立てるための引っ張り接合金物を用いる。
接合金物を用いるためのプレカットを行う。
1. Structure of L-shaped member (FIG. 25) integrally formed in an L-shape Wood material such as cross board (LVB) in which the fiber direction of structural veneer laminate (LVL) is partially changed and thick structural plywood Using a board, cut into L-shape.
Fiber reinforcement is also possible at the corners.
A pull joint is used to assemble the L-shaped part.
Precut for using the joint metal is performed.

2.I型部材によるL型部品の構成
構造用集成材や人工木材、LVL等の木質I型部材を用い繊維接着や引っ張り金物等を用いL字型に組み合わせる。
コーナー部に繊維接着にてL字型に組み合わせることも可能とする。
金物等を用い組み合わせたコーナー部に、さらに繊維接着補強も可能とする。
引っ張り接合金物を用いるためのプレカットを行う。
2. Configuration of L-shaped component using I-shaped member A structural glued laminated wood, an artificial wood, a wooden I-shaped member such as LVL, etc., are combined into an L-shape using fiber bonding or pulling hardware.
It is also possible to combine the corners into an L-shape by fiber bonding.
Fiber bonding and reinforcement are also possible at the corners that are formed by using hardware and the like.
A precut is performed to use the tensile joint hardware.

3.L型部品、引っ張り金物、引っ張り接合金物の工場生産
全国にあるプレカット工場等との提携によりL型部品の生産をする。
引っ張り接合金物はフレーム接合部の中間部に鋼板プレート両端に斜めに溶接したクサビ効果を有するウッドタッチパイプ一体の接合金物を埋め込み、打ち込みピンで接合する専用接合金物を生産して用いる。
量産によるコストダウンを図る。
3. Factory production of L-shaped parts, pulling hardware, and pull-joined hardware We manufacture L-shaped parts in cooperation with pre-cut factories nationwide.
As the tensile joint metal, a joint metal integral with a wood touch pipe having a wedge effect, which is obliquely welded to both ends of a steel plate, is embedded in an intermediate portion of the frame joint, and a dedicated joint metal joined by a driving pin is produced and used.
Reduce costs through mass production.

4.一般的な窓の開口部は、四方向の組み合わせとし、玄関サッシや車庫・店舗等の開口部は三方向の組み合わせとする。
一般開口部のサッシには、四方向の組み合わせによる構造躯体の柱・横架材の内側に本L型部品を取り付ける。
玄関・車庫・店舗等の開口部には三方向の組み合わせによる構造躯体の柱・横架材の内側にI型部材を取り付け、柱脚部は専用柱脚金物で基礎に直接緊結する。
4. The opening of a general window is a combination of four directions, and the opening of an entrance sash, a garage or a store is a combination of three directions.
On the sash of the general opening, this L-shaped part is attached inside the pillar / horizontal member of the structural skeleton in a combination of four directions.
An I-shaped member is attached to the opening of the entrance, garage, store, etc., inside the columns and horizontal members of the structural frame in a combination of three directions, and the column base is directly tied to the foundation with dedicated column base hardware.

5.現場組立、取り付け方法
既存建物の場合は補強開口部のサッシや外壁材等を除去し、構造躯体の柱・横架材の内側に本L型部品を取り付け、幅を切り詰めた新規格サッシをその上に取り付ける。
新築建物の場合は補強開口部の構造躯体の柱、横架材の内側に本L型部品を取り付け、その上に新規格サッシを取り付ける。
また、普及規格サッシを用いる場合は柱を本フレー厶部材幅分逃がして適応することも可能とする。
組立にはL型部品の接合金物を用い、フレー厶取り付けにはラグスクリューボルト等を用いて構造躯体に強固に取り付ける。
5. On-site assembly and installation method In the case of an existing building, remove the sash and outer wall material of the reinforcing opening, attach this L-shaped part to the inside of the pillars and horizontal members of the structural frame, and obtain a new standard sash with a reduced width. Mount on top.
In the case of a newly-built building, this L-shaped part is mounted inside the pillars and horizontal members of the structural frame at the reinforcement opening, and the new standard sash is mounted on it.
In addition, if a popular standard sash is used, it will be possible to allow the pillar to escape by the width of the frame member and adapt it.
The fittings of the L-shaped parts are used for assembly, and the frames are firmly attached to the structural frame using lag screw bolts or the like.

6.床面等の開口部も四方向の組み合わせとし、構造躯体の大梁・小梁材の内側にラグスクリューボルト等を用いて構造躯体に本L型部品を強固に取り付ける。  6. The openings on the floor and the like are also combined in four directions, and the L-shaped part is firmly attached to the structural frame using lag screw bolts and the like inside the large beams and small beams of the structural frame.

1.本来耐震性が無いとされた開口部の耐震性能化が図れる。
2.開口幅に適合した種類の商品化を図ることにより、既存普及規格のサッシ、建具や、新規格寸法の開口商品をそのまま利用可能となる。
3.従来の開口部を除いた耐力壁配置手法での潜在的アンバランスによる「建物のねじれ」を抑制できる。
4.開口部耐力壁により全体のバランスが改善され、既存耐力壁の低倍率化が可能となり、耐力壁の取り付く柱の引き抜き力が軽減され、引っ張り接合金物(ホールダウン金物)が軽微化又は無設置の可能性を有する。
5.本フレームを開口部に設け開口耐力壁化することにより、耐力壁が計画的に分散、配置できるので床の剛性度の低減が可能となる。
6.窓等の開口部の他、車庫・店舗等の大開口部や、アパート界壁や長スパンとなる大部屋の耐震化・たわみ補強も可能となり、阪神・淡路大震災で大きな問題となった大開口部の破壊での建物倒壊による居住者の圧死が抑制可能となる。
7.本フレームが木質材で構成されているので現場での納まり、変更が部材の交換や切断加工等により即座に対応できる。
8.既存建物の場合、居住したまま耐震改修工事が可能となる。
9.本フレームの躯体取り付けが容易であることより、古くなった建物から取り外し再利用も可能となる。
10.本開口フレー厶は建物の水平面等(床・屋根・天井面)の開口部、つまり床面では床下収納庫、掘りごたつ、吹き抜け等の開口や、屋根・天井面での吹き抜け、天窓、天井収納階段等の開口部での耐震向上と水平剛性を保つことも可能とする。
1. It is possible to improve the seismic performance of the opening that was originally considered to have no seismic resistance.
2. By commercializing a type that matches the opening width, sashes and fittings of existing popular standards and opening products with new standard dimensions can be used as they are.
3. The "torsion of the building" due to the potential imbalance in the conventional load-bearing wall arrangement method excluding the opening can be suppressed.
4. The overall balance is improved by the opening bearing wall, the lower magnification of the existing bearing wall can be reduced, the pull-out force of the pillar to which the bearing wall is attached is reduced, and the pull-down hardware (hole-down hardware) can be reduced or eliminated. Has the potential.
5. By providing the frame at the opening and forming the load-bearing wall, the load-bearing walls can be distributed and arranged systematically, so that the rigidity of the floor can be reduced.
6. In addition to windows and other openings, large openings in garages and stores, as well as apartment walls and large rooms that are long spans, can be made seismic resistant and flexurally reinforced.The large opening that became a major problem in the Great Hanshin-Awaji Earthquake It is possible to suppress the occupation of residents by the collapse of the building due to the destruction of the part.
7. Since this frame is made of wood material, it can be settled on site and changes can be made immediately by exchanging members or cutting.
8. In the case of existing buildings, seismic retrofitting work will be possible while living.
9. Since the frame can be easily attached to the frame, it can be removed from an old building and reused.
10. This opening frame is an opening on the horizontal surface of the building (floor, roof, ceiling), that is, on the floor, an opening such as a storage under the floor, a digging cot, a stairwell, a stairwell on the roof or ceiling, a skylight, or a ceiling It is also possible to improve seismic resistance and maintain horizontal rigidity at openings such as storage stairs.

第1発明の正面図である。It is a front view of the 1st invention. 同上の1部を分解した斜視図である。FIG. 3 is an exploded perspective view of a part of the above. 取付け状態を説明する分解斜視図である。It is an exploded perspective view explaining an attachment state. 同上の他の実施例の斜視図である。It is a perspective view of another Example same as the above. コーナー補強部を説明する要部拡大分解斜視図である。It is a principal part expansion disassembled perspective view explaining a corner reinforcement part. コーナー補強部を説明する要部拡大分解斜視図である。It is a principal part expansion disassembled perspective view explaining a corner reinforcement part. コーナー補強部を説明する要部拡大分解斜視図である。It is a principal part expansion disassembled perspective view explaining a corner reinforcement part. 柱脚金物の拡大斜視図である。It is an expansion perspective view of a column base hardware. 第2発明の斜視図である。It is a perspective view of a 2nd invention. 引っ張り縦接合金具部を説明する要部拡大分解斜視図である。It is a principal part expansion disassembled perspective view explaining a tension | pulling longitudinal joining metal part. 同上の縦断面図である。It is a longitudinal cross-sectional view same as the above. 引っ張り横接合金具部を説明する要部拡大分解斜視図である。It is a principal part expansion disassembled perspective view explaining the tension horizontal joining metal part. コーナーの補強状態を説明する正面図である。It is a front view explaining the reinforcement state of a corner. 同上の斜視図である。It is a perspective view same as the above. 同上の取付け状態を説明する分解斜視図である。FIG. 3 is an exploded perspective view illustrating an attached state of the above. コーナーの補強状態の他の実施例を説明する正面図である。It is a front view explaining another Example of the reinforcement state of a corner. 同上の1部を分解した斜視図である。FIG. 3 is an exploded perspective view of a part of the above. 図17の取付け状態を説明する分解斜視図である。FIG. 18 is an exploded perspective view illustrating an attached state of FIG. 17. 同上における要部拡大図である。It is a principal part enlarged view in the same as the above. 図19の他の実施例の斜視図である。FIG. 20 is a perspective view of another example of FIG. 19. 図19の他の実施例の斜視図である。FIG. 20 is a perspective view of another example of FIG. 19. コーナーの補強状態の他の実施例を説明する正面図である。It is a front view explaining another Example of the reinforcement state of a corner. 同上の1部を分解した斜視図である。FIG. 3 is an exploded perspective view of a part of the above. 図23の取付け状態を説明する分解斜視図である。FIG. 24 is an exploded perspective view illustrating an attached state of FIG. 23. コーナーの補強状態の他の実施例を説明する正面図である。It is a front view explaining another Example of the reinforcement state of a corner. 同上の1部を分解した斜視図である。FIG. 3 is an exploded perspective view of a part of the above. 図28の取付け状態を説明する分解斜視図である。FIG. 29 is an exploded perspective view illustrating an attached state of FIG. 28. 同上の要部拡大分解斜視図である。It is a principal part expanded disassembled perspective view same as the above. 床面に使用した場合の斜視図である。It is a perspective view at the time of using on a floor surface.

符号の説明Explanation of reference numerals

1 第1発明の木造躯体に組込む木質耐震開口フレー厶
2 第1種開口部
3 門型耐震開口フレーム
3A 左縦柱脚
3B 右縦柱脚
3C 横架枠
3D 左右のコーナー補強部
3E 左右の柱脚金物
1イ 第2発明の木造躯体に組込む木質耐震開口フレー厶
4 耐震開口フレーム
4A 左上方枠
4B 左下方枠
4C 右上方枠
4D 右下方枠
4E 引っ張り縦接合金具部
4F 引っ張り横接合金具部
DESCRIPTION OF REFERENCE NUMERALS 1 Wooden seismic opening frame 2 incorporated into wooden frame of first invention 2 First-class opening 3 Gate type seismic opening frame 3A Left vertical column base 3B Right vertical column base 3C Horizontal frame 3D Left and right corner reinforcement portions 3E Left and right columns Footwear 1 A wooden seismic opening frame 4 incorporated in the wooden frame of the second invention Seismic opening frame 4A Left upper frame 4B Left lower frame 4C Right upper frame 4D Right lower frame 4E Pull vertical joint fitting 4F Pull horizontal joint fitting

Claims (10)

基礎(2F)と、基礎上の土台(2A)に並立された左右の柱(2B、2C)と、左右の柱の上面に横架された胴差(2D)で形成された出入り口などに使用する正面方形の第1種開口部(2)に、当該開口部内に組み込み状態で取付けられる門型耐震開口フレーム(3)から構成され、門型耐震開口フレーム(3)は、左縦柱脚(3A)と、右縦柱脚(3B)と、これらの上端内側に連結された横架枠(3C)と、左右の柱脚金物(3E)から構成されていることを特徴とする木造躯体に組込む木質耐震開口フレーム。  Used for the entrance and exit formed by the foundation (2F), the left and right pillars (2B, 2C) juxtaposed on the foundation on the foundation (2A), and the trunk difference (2D) suspended on the upper surface of the left and right pillars A gate type seismic opening frame (3) which is attached to the front square type opening (2) to be installed in the opening, and the gate type seismic opening frame (3) has a left column base ( 3A), a right vertical column base (3B), a horizontal frame (3C) connected to the inside of the upper end thereof, and left and right column base hardware (3E). A wooden seismic aperture frame to be incorporated. 基礎(2F)と、基礎上の土台(2A)に並立された左右の柱(2B、2C)と、左右の柱の上面に横架された胴差(2D)で形成された出入り口などに使用する正面方形の第1種開口部(2)に、当該開口部内に組み込み状態で取付けられる門型耐震開口フレー厶(3)から構成され、門型耐震開口フレーム(3)は、左縦柱脚(3A)と、右縦柱脚(3B)と、これらの上端内側に連結された横架枠(3C)と、左右のコーナー補強部(3D)と、左右の柱脚金物(3E)から構成され、左右のコーナー補強部(3D)は、左縦柱脚(3A)及び右縦柱脚(3B)と直交状態の横架枠(3C)において、横架枠(3C)の左方部分と右方部分に丸鋼にメネジ加工をした引っ張り金物(3D1)を埋め込み、左縦柱脚(3A)の左方面と右縦柱脚(3B)の右方面から貫入した引っ張りボルト(3D2)を引っ張り金物と螺合するよう構成され、左右の柱脚金物(3E)は、左縦柱脚(3A)の下端面と右縦柱脚(3B)の下端面に対応する大きさに構成された箱(3E1)と、箱(3E1)の上面中央に左右方向をもって植設された縦板(3E2)と、縦板(3E2)の上辺に添着された引き寄せ効果を有するウッドタッチパイプ(3E3)から構成されていることを特徴とする木造躯体に組込む木質耐震開口フレーム。  Used for the entrance formed by the foundation (2F), the left and right pillars (2B, 2C) juxtaposed on the foundation on the foundation (2A), and the trunk difference (2D) suspended on the upper surface of the left and right pillars. A gate type seismic opening frame (3) which is attached to the front square type opening (2) to be assembled in the opening, and the gate type seismic opening frame (3) is provided with a left column base. (3A), right vertical column base (3B), horizontal frame (3C) connected to the inside of the upper end thereof, left and right corner reinforcements (3D), and left and right column base hardware (3E). The left and right corner reinforcing portions (3D) are connected to the left portion of the horizontal frame (3C) in the horizontal frame (3C) orthogonal to the left vertical column base (3A) and the right vertical column base (3B). At the right part, a pull-up hardware (3D1) made of round steel is embedded in the round steel. A pull bolt (3D2) penetrating from the right side of the column base (3B) is configured to be screwed into the pull hardware, and the left and right column mounts (3E) are connected to the lower end face of the left vertical column base (3A) and the right vertical. A box (3E1) configured to have a size corresponding to the lower end surface of the column base (3B), a vertical plate (3E2) planted in the center of the upper surface of the box (3E1) in the left-right direction, and a vertical plate (3E2) A wooden seismic aperture frame incorporated in a wooden frame, comprising a wood touch pipe (3E3) having an attraction effect attached to an upper side of the wooden frame. 請求項2記載の木造躯体に組込む木質耐震開口フレームにおいて、左右の柱脚金物(3E)は、左縦柱脚(3A)と右縦柱脚(3B)の下端面に形成されたプレカットを利用して装着しドリフトピン(3E4)で固定し、左右の柱脚金物(3E)は基礎(2F)にアンカーボルト(3E5)で固定するよう構成されていることを特徴とする木造躯体に組込む木質耐震開口フレーム。  3. The wooden seismic opening frame to be incorporated in a wooden frame according to claim 2, wherein the left and right column base fittings (3E) use precuts formed on the lower end surfaces of the left vertical column base (3A) and the right vertical column base (3B). And mounting it with a drift pin (3E4) and fixing the left and right column base hardware (3E) to the foundation (2F) with anchor bolts (3E5). Seismic opening frame. 土台(2A)や横架材と、土台や横架材上に並立された左右の柱(2B、2C)と、左右の柱の上面に横架された胴差(2D)や桁で形成された出入り口などに使用する正面方形の第2種開口部(22)、あるいはマグサで形成された窓などに使用する正面方形の第3種開口部に、当該開口部内に組み込み状態で取付けられる耐震開口フレー厶(4)から構成され、耐震開口フレー厶(4)は、内方に向けL字状に搆成された左上方枠(4A)と、内方に向けL字状に構成された左下方枠(4B)と、内方に向けL字状に構成された右上方枠(4C)と、内方に向けL字状に構成された右下方枠(4D)と、これらを連結する引っ張り縦接合金具部(4E)と、引っ張り横接合金具部(4F)から構成されていることを特徴とする木造躯体に組込む木質耐震開口フレーム。  It is formed of a base (2A) or a horizontal member, left and right columns (2B, 2C) juxtaposed on the base or the horizontal member, and a body difference (2D) or a girder suspended on the upper surface of the left or right column. A seismic opening that is attached to the front square type 2 opening (22) used for entrances and exits, or the front square type 3 opening used for windows made of magsa, etc. The seismic aperture frame (4) consists of an upper left frame (4A) formed in an L-shape inward and a lower left frame formed in an L-shape inward. A square frame (4B), an upper right frame (4C) formed in an L shape inward, a lower right frame (4D) formed in an L shape inward, and a pull for connecting these components A wooden frame characterized by being composed of a vertical joint (4E) and a tensile horizontal joint (4F). Wood seismic opening frame of writing. 土台(2A)や横架材と、土台や横架材上に並立された左右の柱(2B、2C)と、左右の柱の上面に横架された胴差(2D)や桁で形成された出入り口などに使用する正面方形の第2種開口部(22)、あるいはマグサで形成された窓などに使用する正面方形の第3種開口部に、当該開口部内に組み込み状態で取付けられる耐震開口フレー厶(4)から構成され、
耐震開口フレーム(4)は、内方に向けL字状に構成された左上方枠(4A)と、内方に向けL字状に構成された左下方枠(4B)と、内方に向けL字状に構成された右上方枠(4C)と、内方に向けL字状に構成された右下方枠(4D)と、これらを連結する引っ張り縦接合金具部(4E)と、引っ張り横接合金具部(4F)から構成され、左上方枠(4A)の下端と左下方枠(4B)の上端とが当接する左接合部(4G)は、引っ張り縦接合金具部(4E)を介して連結され、右上方枠(4C)の下端と右下方枠(4D)の上端とが当接する右接合部(4G)は、引っ張り縦接合金具部(4E)を介して連結され、左上方枠(4A)の右端と右上方枠(4C)の左端とが当接する上接合部(4H)は、引っ張り横接合金具部(4F)を介して連結され、左下方枠(4B)の右端と右下方枠(4D )の左端とが当接する下接合部(4H)は、引っ張り横接合金具部(4F)を介して連結されていることを特徴とする木造躯体に組込む木質耐震開口フレーム。
It is formed of a base (2A) or a horizontal member, left and right columns (2B, 2C) juxtaposed on the base or the horizontal member, and a body difference (2D) or a girder suspended on the upper surface of the left or right column. A seismic opening that is attached to the front square type 2 opening (22) used for entrances and exits, or the front square type 3 opening used for windows made of magsa, etc. Frame (4),
The anti-seismic opening frame (4) has an upper left frame (4A) formed in an L shape toward the inside, a lower left frame (4B) formed in an L shape toward the inside, and a An upper right frame (4C) formed in an L shape, a lower right frame (4D) formed in an L shape inward, a pulling vertical joining metal fitting (4E) connecting these, and a pulling horizontal The left joint (4G), which is composed of the joint metal part (4F), and in which the lower end of the upper left frame (4A) and the upper end of the lower left frame (4B) come into contact with each other, via the pulling vertical joint metal part (4E). The right joint (4G), which is connected and the lower end of the upper right frame (4C) abuts on the upper end of the lower right frame (4D), is connected via a pulling vertical joining metal part (4E) to form the upper left frame (4E). The upper joint (4H) where the right end of the upper right frame (4C) comes into contact with the left end of the upper right frame (4C) is interposed through the pulling horizontal joint fitting (4F). The lower joint (4H) where the right end of the lower left frame (4B) and the left end of the lower right frame (4D) are in contact with each other is connected via a pulling horizontal joint fitting (4F). A characteristic wooden seismic opening frame to be incorporated into the wooden frame.
請求項4あるいは請求項5記載の木造躯体に組込む木質耐震開口フレームにおいて、
引っ張り縦接合金具部(4E)は、縦接合金具(4E1)と、縦切込み部(4E2)から構成され、縦接合金具(4E1)は、鋼板プレート(4E11)の上下端に斜めに溶接したクサビ効果を有するウッドタッチパイプ(4E12)から構成され、縦切込み部(4E2)は、左接合部(4G)と右接合部(4G)に、当該左接合部と右接合部の中心から上下方向に刻設した鋼板プレート挿入用縦切込み(4E21)と、縦切込みの先端に連設されたウッドタッチパイプ用受穴(4E22)から構成され、縦接合金具を縦切込み部に打ち込み、ドリフトピン(DP)を打設して左接合部と右接合部とはそれぞれ接合するよう構成され、
引っ張り横接合金具部(4F)は、横接合金具(4F1)と、横切込み部(4F2)から構成され、横接合金具(4F1)は、鋼板プレート(4F11)の左右端に斜めに溶接したクサビ効果を有するウッドタッチパイプ(4F12)から構成され、横切込み部(4F2)は、上接合部(4H)と下接合部(4H)に、当該上接合部と下接合部の中心から左右方向に刻設した鋼板プレート挿入用横切込み(4F21)と、横切込みの先端に連設されたウッドタッチパイプ用受穴(4F22)から構成され、横接合金具を横切込み部に打ち込み、ドリフトピン(DP)を打設して上接合部と下接合部とを接合するよう構成したことを特徴とする木造躯体に組込む木質耐震開口フレー厶。
A wooden seismic opening frame to be incorporated in the wooden frame according to claim 4 or claim 5,
The pulling vertical joining metal part (4E) is composed of a vertical joining metal part (4E1) and a vertical notch part (4E2). The vertical joining metal part (4E1) is a wedge that is obliquely welded to the upper and lower ends of the steel plate (4E11). It is composed of a wood touch pipe (4E12) having an effect, and the vertical notch (4E2) is formed in the left joint (4G) and the right joint (4G) in the vertical direction from the center of the left joint and the right joint. It consists of a cut-out vertical notch for inserting a steel plate (4E21) and a receiving hole for a wood touch pipe (4E22) connected to the tip of the vertical cut. The vertical joint fitting is driven into the vertical cut, and the drift pin (DP) ) And the left joint and the right joint are configured to be respectively joined,
The pulling lateral joining metal part (4F) is composed of a lateral joining metal part (4F1) and a horizontal notch part (4F2), and the horizontal joining metal part (4F1) is a wedge that is obliquely welded to the left and right ends of the steel plate (4F11). It is composed of a wood touch pipe (4F12) having an effect, and the horizontal cut portion (4F2) is formed in the upper joint portion (4H) and the lower joint portion (4H) in the left-right direction from the center of the upper joint portion and the lower joint portion. It is composed of a carved steel sheet plate insertion transverse notch (4F21) and a wood-touch pipe receiving hole (4F22) connected to the tip of the transverse notch. The horizontal joint fitting is driven into the transverse notch and the drift pin (DP) ), And the upper joint portion and the lower joint portion are joined so as to be incorporated in a wooden frame.
請求項4ないし請求項6のいずれかに記載の木造躯体に組込む木質耐震開口フレームにおいて、左上方枠(4A)は、I型部材を用いて縦枠(4A1)と横枠(4A2)をL字状に連結して構成され、左下方枠(4B)は、I型部材を用いて縦枠(4B1)と横枠(4B2)をL字状に連結して構成され、右上方枠(4C)は、I型部材を用いて縦枠(4C1)と横枠(4C2)をL字状に連結して構成され、右下方枠(4D)は、I型部材を用いて縦枠(4C1)と横枠(4C2)をL字状に連結して構成されていることを特徴とする木造躯体に組込む木質耐震開口フレーム。  In the wooden seismic opening frame to be incorporated in the wooden frame according to any one of claims 4 to 6, the upper left frame (4A) uses an I-shaped member to connect the vertical frame (4A1) and the horizontal frame (4A2) to L. The lower left frame (4B) is formed by connecting the vertical frame (4B1) and the horizontal frame (4B2) in an L-shape using an I-shaped member, and the upper right frame (4C). ) Is formed by connecting the vertical frame (4C1) and the horizontal frame (4C2) in an L-shape using an I-shaped member, and the lower right frame (4D) is configured by using an I-shaped member to form the vertical frame (4C1). And a horizontal frame (4C2) connected in an L-shape. 請求項4ないし請求項6のいずれかに記載の木造躯体に組込む木質耐震開口フレームにおいて、左上方枠(4A)、左下方枠(4B)、右上方枠(4C)、右下方枠(4D)は、L字状の縦枠と横枠において、このコーナー部分はアラミド繊維シートで繊維接着補強されていることを特徴とする木造躯体に組込む木質耐震開口フレー厶。  The wooden seismic opening frame to be incorporated in the wooden frame according to any one of claims 4 to 6, wherein the upper left frame (4A), the lower left frame (4B), the upper right frame (4C), and the lower right frame (4D). Is an L-shaped vertical frame and horizontal frame, in which the corners are reinforced with an aramid fiber sheet for fiber bonding and reinforcement. 請求項4ないし請求項6のいずれかに記載の木造躯体に組込む木質耐震開口フレームにおいて、L字状に連結された縦枠と横枠における横枠に丸鋼にメネジ加工をした引っ張り金物を埋め込み、縦枠の右方面から貫入した引っ張りボルトを引っ張り金物に螺合するよう構成されていることを特徴とする木造躯体に組込む木質耐震開口フレーム。  7. A wooden seismic opening frame to be incorporated in a wooden frame according to claim 4, wherein a female threaded female thread is embedded in a round steel in a vertical frame and a horizontal frame connected in an L shape. A wooden seismic aperture frame incorporated in a wooden frame, wherein a tension bolt penetrating from the right side of the vertical frame is screwed into a tension hardware. 床面(5)等の開口部(5A)に、請求項4ないし請求項9記載のいずれかに記載の木造躯体に組込む木質耐震開口フレームを、構造躯体の大梁・小梁材の内側に強固に取り付けることを特徴とする木造躯体に組込む木質耐震開口フレーム。  The wooden seismic opening frame to be incorporated in the wooden frame according to any one of claims 4 to 9 is firmly attached to the opening (5A) such as the floor surface (5) inside the girders and small beams of the structural frame. A wooden seismic aperture frame built into a wooden frame, which is attached to a wooden frame.
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JP2008133661A (en) * 2006-10-27 2008-06-12 Hirobumi Miyajima Reinforcing member for wooden building
JP2008139925A (en) * 2006-11-30 2008-06-19 Kyowa Denko Kk Warning apparatus for working machine
JP2008255713A (en) * 2007-04-06 2008-10-23 New Home System:Kk Wooden building and its seismic reinforcement method
JP2008255711A (en) * 2007-04-06 2008-10-23 New Home System:Kk Wooden building
JP2014237940A (en) * 2013-06-06 2014-12-18 大成建設株式会社 Reinforcement structure
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JP2021025353A (en) * 2019-08-07 2021-02-22 有限会社三谷工務店 Antiseismic structure
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JP2008139925A (en) * 2006-11-30 2008-06-19 Kyowa Denko Kk Warning apparatus for working machine
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