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JP3195516U - Bending hardware that fixes the corner of the earthquake-resistant opening frame as a rigid joint - Google Patents

Bending hardware that fixes the corner of the earthquake-resistant opening frame as a rigid joint Download PDF

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JP3195516U
JP3195516U JP2014004071U JP2014004071U JP3195516U JP 3195516 U JP3195516 U JP 3195516U JP 2014004071 U JP2014004071 U JP 2014004071U JP 2014004071 U JP2014004071 U JP 2014004071U JP 3195516 U JP3195516 U JP 3195516U
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手塚 純一
純一 手塚
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ジェイ建築システム株式会社
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Abstract

【課題】木造耐震開口フレームの製作・運搬・現場組立が安価に、より容易にできる剛接合金物を提供する。【解決手段】木造フレームの縦枠6及び横枠7のコーナー接合部を接合するための金属板の折り曲げ加工による金物1であり、1枚の平板プレートから形状及び孔をプレスで打ち抜いて一次加工し、二次加工として左右対称となる中心線で屈曲して重ねることにより、縦枠及び横枠に中央から長手方向に設けた溝に挿入する挿入部と、縦枠又は横枠、あるいは縦枠・横枠両方の側面に当接する鍔部5を挿入部と直角に形成する。耐震開口フレームの信頼性の高い部材との組み合わせにより、安全・安定的な部材及びそのシステムを大開口・大スパン・大空間を要望する住宅及び店舗・事務所、さらにリフォームなどに提供することが可能である。【選択図】図1The present invention provides a rigid joint metal fitting that can be manufactured, transported, and assembled on site at a low cost and more easily. A metal object 1 is formed by bending a metal plate for joining corner joint portions of a vertical frame 6 and a horizontal frame 7 of a wooden frame, and is first processed by punching a shape and a hole from a single flat plate with a press. Then, as a secondary process, by bending and overlapping with a center line that is symmetrical to the left and right, an insertion portion that is inserted into a groove provided in the longitudinal direction from the center to the vertical and horizontal frames, and the vertical or horizontal frame, or the vertical frame -The flange part 5 which contacts both side surfaces of the horizontal frame is formed at right angles to the insertion part. Providing safe and stable components and their systems to houses, stores and offices that require large openings, large spans, and large spaces, as well as remodeling, etc. Is possible. [Selection] Figure 1

Description

本考案は、木造建築物の開口部を有する軸組内部に取付ける水平力に対抗する耐震開口フレームの隅角部に用いる金物である。  The present invention is a hardware used for a corner portion of a seismic opening frame that opposes a horizontal force that is attached to the inside of a frame having an opening of a wooden building.

耐震開口フレームは、ピン接合で構成される木の軸組内に隅角部を剛接合(モーメント抵抗させる)とした木質フレームを設置することにより、もっぱら水平力(地震力、風圧力)を負担し、安全な構造物とする役目である。  The seismic opening frame bears horizontal force (seismic force, wind pressure) exclusively by installing a wood frame with rigid corners (moment resistance) in the wooden frame composed of pin joints. It is the role of making it a safe structure.

耐震開口フレームの隅角部を剛接合とする手法には、これまでの引張りボルトや化学繊維シート(アラミド繊維、炭素繊維、ガラス繊維など)と接着剤による固定、従来の接合金物とボルト締め又は打ち込みピンを用いられてきた。しかし、従来の方法では、木質フレームのプレカット加工や工場による組立商品化が必須条件となり、化学繊維シート接着技術などの特殊技術取得が必要であった。  For the method of rigidly connecting the corners of the seismic opening frame, the conventional tension bolts and chemical fiber sheets (aramid fiber, carbon fiber, glass fiber, etc.) and fixing with adhesive, conventional joint hardware and bolting or Driving pins have been used. However, in the conventional method, precut processing of the wooden frame and assembly commercialization at the factory are indispensable conditions, and it is necessary to acquire special technologies such as chemical fiber sheet bonding technology.

そこで、化学繊維シートなどに代わるポピュラーな金属プレートの折り曲げのプレス加工で容易に加工できる剛接合プレート金物を開発し、剛接合プレートの量産や木質フレームプのレカットの簡略化、そして現場組立可能とし、その結果トータル的なコストダウンが図れる。  Therefore, we developed rigid joint plate hardware that can be easily processed by bending metal plate bending instead of chemical fiber sheets, simplifying mass production of rigid joint plates, recutting of wooden frames, and enabling on-site assembly. As a result, the total cost can be reduced.

特開2013−91998(木材接合用の金物及びその製造方法)JP2013-91998 (metal fitting for wood joining and method for producing the same) 特開平9−119170(木造建築物における開口部用耐震フレーム)JP-A-9-119170 (seismic frame for openings in wooden buildings) 特開2006−46055(木造建築物開口部における耐震用フレーム)JP-A-2006-46055 (Aseismic frame at the opening of a wooden building)

特許文献1のものは、第一横架材の側面に第二横架材の端面を接合する際に使用する金物であって、この金物では接合部の回転モーメントも負担できる剛接合とはならない。(力学的にピン接合)  The thing of patent document 1 is a hardware used when joining the end surface of a 2nd horizontal member to the side surface of a 1st horizontal member, Comprising: This hardware does not become a rigid joint which can also bear the rotational moment of a junction part. . (Mechanically pinned)

また、特許文献2には、地震力(水平力)に対して抵抗する構造躯体に組込んで用いる門型及び箱型の耐震用フレームが開示されている。これらは構造躯体の非耐力の開口部となる部位に、筋かい・構造用合板などとの効果と同様に地震・風圧の水平力に抵抗する耐力壁効果をもたらす。  Patent Document 2 discloses a gate-type and box-type earthquake-resistant frame that is used by being incorporated in a structural frame that resists seismic force (horizontal force). These provide a load-bearing wall effect that resists horizontal forces of earthquakes and wind pressures, as well as bracing and structural plywood, in the part of the structural housing that becomes a non-bearing opening.

さらに、特許文献3には、木質部材と引張りボルト、化学繊維シート、柱脚金物などから成る門型の開口フレームが開示されている。  Furthermore, Patent Document 3 discloses a gate-shaped opening frame made of a wooden member, a tension bolt, a chemical fiber sheet, a column base metal, and the like.

しかし、これらの技術を用いて大開口(大スパン化)を図り、同時に地震力にも抵抗させるための商品として製造するには、従来の専用プレカット工場の正確なプレカット加工・組立技術、ハイテクな化学繊維の接着技術が必要であった。しかし、木造建築市場においてコストダウンをより求める時代に、安価な鉄骨構造市場の利用が注目される中で、木造耐震開口フレームの製作・運搬・現場組立などの合理化が求められている。そこで、プレートの加工技術の進歩や学会での研究・評価・発表されている強化木ビスなどを用いてコーナー部の剛接合を現場組立可能とし、折り曲げ加工技術向上による新規性の高い剛接合金物の考案である。つまり、軸組構造材と同時に耐震開口フレームをプレカット加工して現場に搬入・組立することで、従来の複数の運搬を省略し、また、別々のプレカット工場にて製造していたものが、軸組構造材のプレカット工場での合理的な製造を可能とする。しかし、化学繊維と異なり、ヒートブリッジによる結露防止対策が必要である。  However, using these technologies to produce large openings (large span) and at the same time to produce products that can resist seismic forces, accurate precut processing and assembly technology of conventional dedicated precut factories, high-tech Chemical fiber bonding technology was required. However, in the era when more cost reduction is required in the wooden construction market, rationalization of production, transportation, and on-site assembly of wooden seismic opening frames is required while the use of the inexpensive steel structure market is drawing attention. Therefore, it is possible to assemble corner joints on the spot using advancement of plate processing technology and reinforced wood screws that have been researched, evaluated, and announced at academic societies. It is a device of. In other words, by precutting the seismic opening frame at the same time as the shaft structure material, and carrying it to the site and assembling it, the conventional multiple transportation is omitted, and what was manufactured at a separate precut factory is the shaft Enables rational production of prefabricated construction materials. However, unlike chemical fibers, it is necessary to take measures to prevent condensation by heat bridge.

そこで、本考案では、耐震開口フレームと折り曲げ加工金物の考案により、従来より安価で一般的なビルダーでもタイムリーに取り入れやすい耐震開口フレームを提供することを目的とする。  Therefore, the present invention aims to provide a seismic opening frame that is cheaper than usual and that can be easily incorporated by a general builder in a timely manner by devising a seismic opening frame and a bent hardware.

一例として、図16、図17に示す箱型耐震開口フレームの場合、従来のL型部材同士を専用接合金物で組立てず、コーナー部の折り曲げプレス加工プレート金物だけで組立てれることにより、大幅なコストダウンと省力化が図られる。  As an example, in the case of the box-type seismic opening frame shown in FIG. 16 and FIG. 17, the conventional L-shaped members are not assembled with dedicated joint hardware, but can be assembled with only the bending press processed plate hardware at the corner portion. Down and labor saving.

本考案は以上説明したようになるから、次のような効果を得ることができる。
イ、地震・風の水平荷重を負担する耐震開口フレームと鉛直荷重を受け持つ柱、横架材を組み合わせることで、大開口・大スパン・大空間を容易にするもので、耐力壁不足を補い、建物全体のねじれを抑制できるので耐震性が高められる。
ロ、耐震開口フレームの隅角部を折り曲げ加工金物だけで剛接合とすることが可能なため、同時製造、同時運搬、同時場組立でき大幅なコストダウンが可能となる。
ハ、従来から木造軸組工法の仕口金物として用いられてきた信頼性の高い折り曲げ加工金物製造技術による、コーナー部を剛接合とする新規の折り曲げ加工金物と、耐震性が評価されている耐震開口フレームにより、新たな機能である現場組立による水平荷重を受け持つ架構システムとして構築できる。
ニ、折り曲げプレス加工プレート金物は、それぞれの形状による剛性度の違いを必要剛性度に合わせて選択可能とし、耐震開口フレームコーナー部のフレーム建枠・横枠の組合わせ方法によっても折り曲げプレス加工プレート金物を選択可能としている。
Since the present invention has been described above, the following effects can be obtained.
B. By combining a seismic opening frame that bears horizontal loads of earthquakes and winds, pillars and horizontal members that handle vertical loads, it facilitates large openings, large spans, and large spaces. Since the torsion of the entire building can be suppressed, the earthquake resistance is improved.
B) Since the corners of the seismic opening frame can be rigidly joined only by bending the hardware, simultaneous manufacturing, simultaneous transportation, and simultaneous field assembly are possible, resulting in a significant cost reduction.
C. New bending metal fittings with a rigid joint at the corners using the highly reliable bending metal manufacturing technology that has been used as a fitting for the wooden frame construction method, and earthquake resistance that has been evaluated for earthquake resistance. With the opening frame, it can be constructed as a frame system that handles horizontal loads due to on-site assembly, a new function.
D. Folding press-worked plate metal parts can be selected according to their required rigidity depending on their shape, and the bending press-worked plate can also be selected by combining the frame building frame and horizontal frame at the corner of the earthquake-resistant opening frame. Hardware can be selected.

本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view of a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の一実施例の折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。  It is the front view before a bending process of one Example of this invention, a frame assembly outline perspective view, and a frame assembly outline perspective view. 本考案の代表的一実施例の概要斜視図とそれを軸組へ組込んだ概要斜視図である。  BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic perspective view of a typical embodiment of the present invention, and a schematic perspective view incorporating the same into a shaft assembly. 本考案の代表的一実施例の概要斜視図とそれを軸組へ組込んだ概要斜視図である。  BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic perspective view of a typical embodiment of the present invention, and a schematic perspective view incorporating the same into a shaft assembly. 本考案の一実施例の構造躯体軸組の外側へ箱型耐震開口フレームに用いるL型部材として組込んだその他の実施断面図である。  It is the other implementation sectional drawing assembled as an L type member used for a box type earthquake-proof opening frame to the outside of a structure frame axis group of one example of the present invention. 本考案の代表的一実施例の構造躯体軸組へ組込んだ箱型耐震開口フレーム、門型耐震開口フレームの斜視図である。  1 is a perspective view of a box-type seismic opening frame and a gate-type seismic opening frame incorporated in a structural frame according to a typical embodiment of the present invention. 本考案の代表的一実施例の構造躯体軸組へ組込んだ箱型耐震開口フレーム、門型耐震開口フレームの斜視図である。  1 is a perspective view of a box-type seismic opening frame and a gate-type seismic opening frame incorporated in a structural frame according to a typical embodiment of the present invention. 本考案の本考案の一実施例の二階建て構造躯体軸組の内側へ箱型耐震開口フレーム、門型耐震開口フレームを組込んだ実施断面図である。  It is the implementation sectional view which incorporated the box type earthquake-proof opening frame and the gate type earthquake-proof opening frame inside the two-story structure frame frame of one example of the present invention of the present invention.

実施の形態について図面を参照して説明する。なお、実施形態全図において、共通の構成要素には同一の符号付し、繰り返しの説明を省略する。  Embodiments will be described with reference to the drawings. In all the embodiments, common constituent elements are denoted by the same reference numerals, and repeated description is omitted.

図1に示すのは、請求項1に記載の金物の一実施例で、折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。ここで示す金物は、1枚の平板プレートを正面図形状及び打込みピン孔2及び先導打込みピン用の長穴孔3及び強化木ビス用皿モミ孔4を打ち抜きプレスで一次加工し、二次加工として矩に屈曲している鍔部5を設け、左右対称となる中心線で屈曲して重ねることを特徴とした金物で、縦枠6及び横枠7内の溝に挿入して用いる剛接合金物である。この場合、耐震開口フレーム隅部の上端又は下端側より本金物を挿入し、先導打ち込みピン8を設けることで、金物位置のガイド役となり、金物の他の打込みピン孔2が縦枠及び横枠のピン孔と合致し、残りの打ち込みピン施工により縦枠材と横枠材を接合する。さらに、矩に屈曲している鍔部5に強化ビス9で強固に固定する。FIG. 1 shows an embodiment 1 of a hardware 1 according to claim 1, which is a front view before bending, a frame assembly outline perspective view, and a frame assembly outline perspective view. The hardware 1 shown here is obtained by subjecting a single flat plate to a front view shape, a punching pin hole 2, a long hole hole 3 for a leading driving pin, and a countersunk hole 4 for reinforcing wood screws by a punching press, and then secondary processing. Rigid joint used by inserting into the grooves in the vertical frame 6 and the horizontal frame 7 with a metal part characterized in that it is provided with a flange portion 5 that is bent in a rectangular shape for processing, and is bent and overlapped with a symmetrical center line. It is a hardware. In this case, the main hardware is inserted from the upper end or lower end of the corner of the earthquake-resistant opening frame, and the leading driving pin 8 is provided to serve as a guide for the hardware position, and the other driving pin holes 2 of the hardware are the vertical frame and the horizontal frame. The vertical frame material and horizontal frame material are joined by the remaining driving pin construction. Further, it is firmly fixed to the flange portion 5 bent rectangularly with the reinforcing screw 9.

ここで示す図は、耐震開口フレーム隅部の縦枠6の上に横枠7が乗せられて取りついているが、特に図示しないが縦枠6が伸びて、その上端から下に横枠7が取りつく場合も可能とし、以下の全ての実施例も同様とする。また、耐震開口フレームの縦枠及び横枠の断面寸法に適合させ、形状を変えずに金物の大きさ及び補強ビス孔4や打込みピン孔2の大きさ及び数量を適時変えることは当然のことである。  In the figure shown here, the horizontal frame 7 is mounted on the vertical frame 6 at the corner of the earthquake-resistant opening frame, but although not particularly shown, the vertical frame 6 extends and the horizontal frame 7 extends downward from its upper end. The same applies to all of the following embodiments. In addition, it is natural that the size of the hardware and the size and quantity of the reinforcing screw hole 4 and the driving pin hole 2 can be changed from time to time without changing the shape by adapting to the cross-sectional dimensions of the vertical and horizontal frames of the seismic opening frame. It is.

図2に示すものは、図1に示した金物に矩に屈曲している鍔部5を耐震開口フレーム隅角部の外側側面にも設け、強化ビスでさらに強固に固定できるようにしたのである。以下の図3、図10に示す請求項1の実施例も同様とする。The thing shown in FIG. 2 is provided with a flange portion 5 bent rectangularly on the hardware 1 shown in FIG. 1 also on the outer side surface of the corner portion of the earthquake-resistant opening frame so that it can be fixed more firmly with a reinforcing screw. is there. The same applies to the embodiment of claim 1 shown in FIGS.

図3に示すものは、図1に示した金物形状を耐震開口フレーム隅角部の外側側面より挿入可能としたものである。ここで示すフレーム組込概要斜視図には木質フレーム隅部の縦枠6の上に横枠7が乗せられて取りついているが、枠にホゾ加工Aを施した図としている。これは、木質フレーム同士をまず組み合わせるとき、ホゾにより固定度が増し、さらに隅角部に生じる回転モーメント抵抗力も増すこととなる。本金物に付随して剛接合効果をもたらすものである。図面では省略しているが、他の実施例も同様とする。FIG. 3 shows that the hardware shape shown in FIG. 1 can be inserted from the outer side surface of the corner portion of the earthquake-resistant opening frame. The frame built-in outline perspective view shown here has a horizontal frame 7 mounted on the vertical frame 6 at the corner of the wooden frame. This is because when the wooden frames are first combined, the degree of fixation increases due to the tenon, and the rotational moment resistance generated at the corners also increases. This is accompanied by a rigid joint effect accompanying the hardware 1 . Although omitted in the drawings, the same applies to other embodiments.

図4に示すものは、請求項2に記載の金物の一実施例で、折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。ここで示す金物は、1枚の平板プレートを形状及び孔を打ち抜きプレスで一次加工し、二次加工として左右対称となる中央で所定の幅を設けて矩に屈曲していることを特徴とし、耐震開口フレームの縦枠6及び横枠7内の二つの溝に挿入して用いる剛接合金物である。この場合、耐震開口フレームの隅角部の外側側面より本金物を挿入し、先導ピンを上下に二か所設けることで、図5に示す先導ピンを一か所に設ける場合より、ガイド役として打込みピン孔が木質フレームピン孔と合致し、残りの打ち込みピンにより縦枠材と横枠材を接合する。さらに、図示していないが、矩に屈曲している鍔部5を金物上端に設け、強化ビス9で強固に固定することも可能とする。FIG. 4 shows an embodiment of the hardware according to claim 2, and is a front view before bending, a frame assembly outline perspective view, and a frame assembly outline perspective view. The hardware 1 shown here is characterized in that one flat plate is shaped and punched first by a punching press, and is bent in a rectangle with a predetermined width at the center which is symmetrical as a secondary processing. A rigid joint hardware used by being inserted into two grooves in the vertical frame 6 and the horizontal frame 7 of the seismic opening frame. In this case, the metal fitting 1 is inserted from the outer side surface of the corner portion of the seismic opening frame, and the leading pins are provided in two places on the upper and lower sides, so that the leading role shown in FIG. As the driving pin hole coincides with the wood frame pin hole, the vertical frame member and the horizontal frame member are joined by the remaining driving pins. Further, although not shown in the figure, a flange portion 5 that is bent in a rectangular shape is provided at the upper end of the hardware 1 and can be firmly fixed with the reinforcing screw 9.

図6に示すものは、請求項3に記載の金物の一実施例で、折り曲げ加工前の正面図、フレーム組立概要斜視図、フレーム組込概要斜視図である。ここで示す金物は、2枚の平板プレートをそれぞれに形状及び孔を打ち抜きプレスで一次加工し、それぞれ二次加工して相称となる2個の金物を組み合わせて用いることを特徴とする。耐震開口フレームの外側より勘合して用いる剛接合金物である。それぞれ2枚の平板プレートを正面図形状及び強化木ビス皿モミ孔を打ち抜きプレスで一次加工し、二次加工として矩に屈曲している鍔部5を木質フレーム隅角部外側側面及び隅角部内側側面に設け、その鍔部5同士が重なり合って取付くよう構成されているので強固に固定することが可能である。FIG. 6 shows an embodiment of the hardware according to claim 3, and is a front view before bending, a frame assembly outline perspective view, and a frame assembly outline perspective view. The hardware 1 shown here is characterized in that two flat plates are respectively subjected to primary processing by punching a shape and a hole, and each of them is subjected to secondary processing and used in combination with two hardwares that are synonymous. It is a rigid joint hardware used by fitting from the outside of the seismic opening frame. Front plate shape and reinforced wood screw plate fir holes are primarily processed by punching presses for two flat plates, respectively, and the heel part 5 bent rectangularly as a secondary process is formed on the outer side and corners of the wood frame corner. Since it is provided on the inner side surface and the flanges 5 are overlapped and attached, they can be firmly fixed.

図7に示すものは、図6に示した実施例の中で、二次加工として矩に屈曲している鍔部5を耐震開口フレーム隅角部の外側側面に設け、その鍔部5同士が突き合わさるって取付くよう短く構成されているものである。これにより、鍔部5同士が重なり合って厚く、出っ張るのを防止できる。  In the embodiment shown in FIG. 7, in the embodiment shown in FIG. 6, a flange portion 5 that is bent rectangularly as a secondary process is provided on the outer side surface of the corner portion of the earthquake-resistant opening frame, and the flange portions 5 are It is configured to be short so as to be attached to each other. Thereby, it can prevent that the collar part 5 overlaps and is thick, and protrudes.

図8に示すものは、図6に示した実施例の中で、二次加工として矩に屈曲している鍔部5を耐震開口フレーム隅角部の外側の上端又は下端面に設け、その鍔部5同士が重なり合って取付くよう構成されているのである。これも図7に示すよう、鍔部5同士が突き合わさるって取付くよう短く構成することも可能である。  In the embodiment shown in FIG. 8, in the embodiment shown in FIG. 6, the flange 5 that is bent rectangularly as the secondary processing is provided on the upper or lower end surface outside the corner portion of the seismic opening frame. It is comprised so that the parts 5 may overlap and attach. As shown in FIG. 7, it is also possible to make the structure short so that the flanges 5 are abutted and attached.

図9に示すものは、図1に示す金物と図8に示す金物を組み合わせた請求項4に記載の一実施例を示す。
まず、図1に示す金物を先行して取付け、打込みピン8にて固定し、さらに図8に示す金物を取付け、補強ビス9にて固定する。これにより、大スパン、大開口部用の断面積の大きい縦枠6・横枠7部材を用いた耐震開口フレームの隅角部を剛接合とする場合や、さらに剛性度を高め、回転モーメント抵抗を大きくしたい場合に用いる。
FIG. 9 shows an embodiment according to claim 4 in which the hardware 1 shown in FIG. 1 and the hardware 1 shown in FIG. 8 are combined.
First, the hardware 1 shown in FIG. 1 is attached in advance and fixed by the driving pin 8, and the hardware 1 shown in FIG. 8 is further attached and fixed by the reinforcing screw 9. As a result, the corners of the seismic opening frame using the vertical frame 6 and horizontal frame 7 members with large spans and large cross-sectional areas are made rigid joints. Use when you want to increase

図10に示すものは、図1に示す金物において、屈曲して重ねることで2枚合わさったウエブが耐震開口フレーム隅角部の内側に三角状に突出するよう大きくしたもので、大断面な耐震開口フレーム枠の場合に回転モーメント抵抗が増す。  The one shown in FIG. 10 is such that the web shown in FIG. 1 is bent and overlapped so that the two webs protrude in a triangular shape inside the corner of the earthquake-resistant opening frame. In the case of an open frame, the rotational moment resistance increases.

図11に示すものは、図4に示す金物において、屈曲して2枚になったウエブが耐震開口フレーム隅角部の内側に三角状に突出するよう大きくしたもので、大断面な耐震開口フレーム枠の場合に回転モーメント抵抗が増す。FIG. 11 shows a large-sized seismic opening with a large section of the hardware 1 shown in FIG. 4 in which the two bent webs protrude in a triangular shape inside the corner of the seismic opening frame. In the case of a frame, rotational moment resistance increases.

図12に示すものは、図8に示す金物において、二次加工として矩に屈曲している鍔部5を木質フレーム隅角部外側側面及び隅角部内側正面台形に設け、その鍔部5同士が重なり合って取付くよう構成されている。さらに正面台形の底辺部はパイプ状に近い曲げ折り加工し、矩に屈曲して鍔部5]としている。このパイプ状に近い曲げ折り加工により、木造の火打ちや方杖と同じような補強をすることができる。In the hardware 1 shown in FIG. 12, a hook 5 that is bent rectangularly as a secondary processing is provided on the wooden frame corner outer side surface and the corner inner front trapezoid in the hardware 1 shown in FIG. It is configured to be attached to each other. Furthermore, the bottom side of the front trapezoid is bent and folded close to a pipe shape, and is bent into a rectangular shape 5]. By bending and bending near the pipe shape, reinforcement similar to that of a wooden fire or a cane can be performed.

図13に示すものは、図10に示す金物と図12に示す金物を組み合わせた請求項4に記載の一実施例を示す。まず、図10に示す金を先行して取付け、打込みピン8にて固定し、さらに図12に示す金物を取付け、補強ビス9にて固定する。これにより、大スパン、大開口部用の断面積の大きい縦枠6・横枠7部材を用いた耐震開口フレームの隅角部を剛接合とする場合や、さらに剛性度を高め、回転モーメント抵抗を大きくしたい場合に用いる。FIG. 13 shows an embodiment of claim 4 in which the hardware 1 shown in FIG. 10 and the hardware 1 shown in FIG. 12 are combined. First, the gold 1 shown in FIG. 10 is attached in advance and fixed with the driving pin 8, and further the metal 1 shown in FIG. 12 is attached and fixed with the reinforcing screw 9. As a result, the corners of the seismic opening frame using the vertical frame 6 and horizontal frame 7 members with large spans and large cross-sectional areas are made rigid joints. Use when you want to increase

図14に示すものは、本考案の代表的一実施例図3の概要斜視図とそれを軸組へ組込んだ概要斜視図である。躯体に取付けは、ラグスクリューボルト10を用いる。  FIG. 14 shows a schematic perspective view of FIG. 3 as a representative embodiment of the present invention, and a schematic perspective view incorporating it into a shaft assembly. The lag screw bolt 10 is used for attachment to the housing.

図15に示すものは、本考案の代表的一実施例図6の概要斜視図とそれを軸組へ組込んだ概要斜視図である。躯体に取付けは、ラグスクリューボルト10を用いる。  FIG. 15 shows a schematic perspective view of FIG. 6 which is a typical embodiment of the present invention, and a schematic perspective view incorporating it into a shaft assembly. The lag screw bolt 10 is used for attachment to the housing.

図16に示すものは、本考案の他の実施例の構造躯体軸組の外側へ箱型耐震開口フレームに用いるL型部材を単独で組込んだ場合で、その他の実施断面図である。ここで示す斜線の部分の横架材12(床梁)が、柱11よりオーバハングして取付き、その床梁などの下で受けて補強を可能とするものである。これにより、二階のバルコニーや居室を設けることが容易で、安全に設置することができ、この直下の一階部分はオープンスペースとして活用できる。  FIG. 16 is a cross-sectional view of another embodiment in the case where an L-shaped member used for a box-type seismic opening frame is independently incorporated on the outside of a structural frame shaft according to another embodiment of the present invention. The horizontal member 12 (floor beam) in the shaded portion shown here is overhanging from the column 11 and is attached under the floor beam or the like to enable reinforcement. Thereby, it is easy to provide a balcony and a living room on the second floor, and it can be safely installed, and the first floor portion directly below can be used as an open space.

図17に示すものは、本考案の代表的一実施例図15の構造躯体軸組へ組込んだ箱型耐震開口フレーム、門型耐震開口フレームの斜視図である。躯体に取付けは、ラグスクリューボルト10を用いる。  FIG. 17 is a perspective view of a box-type seismic opening frame and a gate-type seismic opening frame incorporated in the structural frame of FIG. 15 as a representative embodiment of the present invention. The lag screw bolt 10 is used for attachment to the housing.

図18に示すものは、本考案の代表的一実施例図14の構造躯体軸組へ組込んだ箱型耐震開口フレーム、門型耐震開口フレームの斜視図である。躯体に取付けは、ラグスクリューボルト10を用いる。  FIG. 18 is a perspective view of a box-type seismic opening frame and a gate-type seismic opening frame incorporated in the structural frame of FIG. 14 as a representative embodiment of the present invention. The lag screw bolt 10 is used for attachment to the housing.

図19に示すものは、二階建て構造躯体軸組の内側へ箱型耐震開口フレーム、門型耐震開口フレームを組込んだ実施断面図である。ここで示す符号Bは、厚手の合板、LVL、LVBや、構造躯体の面状の梁としてCLTを二階床面に設け、構造躯体の一部として用いることで大スパン化が可能で大型耐震開口フレームの需要が見込まれる。  What is shown in FIG. 19 is an implementation cross-sectional view in which a box-type seismic opening frame and a gate-type seismic opening frame are incorporated inside a two-story structural frame. The symbol B shown here is a large seismic opening that can be made into a large span by providing CLT on the second floor surface as a thick plywood, LVL, LVB, or a planar beam of the structural frame and using it as part of the structural frame Demand for frames is expected.

耐震開口フレームの隅角部を金属プレートの加工技術の進歩や学会での研究・評価・発表されている強化木ビスなどを用いてコーナー部の剛接合を現場組立可能とし、折り曲げ加工技術向上による新規性の高い剛接合金物により、耐震開口フレームを一般流通品とし、軸組プレカット部材と組み合わせて安価に提供できる。また、耐震開口フレームの信頼性の高い商品との組み合わせにより、本金物を用いてフレームの隅角部を剛接合として耐震性を図ることで、安全で安定的な部材及びその耐震システムを大開口・大スパン・大空間を要望する住宅及び店舗・事務所などに広く提供できる。  The corners of the seismic opening frame can be assembled on the spot using advancement of metal plate processing technology and strengthened wood screws that have been researched, evaluated and announced by academic societies. With a highly novel rigid joint metal, the seismic opening frame can be made into a general distribution product and can be provided at a low cost in combination with a shaft pre-cut member. In addition, by combining this product with a highly reliable product of the earthquake-resistant opening frame, the corners of the frame are rigidly joined using this hardware to achieve earthquake resistance, thereby opening a safe and stable member and its earthquake-resistant system to a large opening.・ Can be widely provided to houses and stores / offices that require large spans and large spaces.

地震・風圧力の水平荷重を負担する本金物を用いた耐震開口フレームと鉛直荷重を負担する柱・梁などを組み合わせることで、大開口・大スパン・大空間を設けた場合不利となる耐力壁不足を補い、建物全体の偏心を防止して大空間を可能とする。  Bearing walls that are disadvantageous when large openings, large spans, and large spaces are provided by combining a seismic opening frame that uses the hardware that bears horizontal loads of earthquake and wind pressure, and columns and beams that bear vertical loads. Make up a large space by making up for the shortage and preventing eccentricity of the entire building.

本金物を用いた耐震開口フレームを減少し続ける新築のほかに、リフォーム工事に用いることで、新しい耐震基準に容易に適合させることが可能となり、既存開口部をそのまま耐震壁とすることが可能で施工性がよく、既存の壁を解体して耐震補強の必要がなくなるのでコストダウンが図れる。  In addition to new construction that continues to reduce the seismic opening frame using this hardware, it can be easily adapted to new seismic standards by using it for renovation work, and the existing opening can be used as a seismic wall as it is. The workability is good and the cost can be reduced because the existing walls are dismantled and there is no need for seismic reinforcement.

は、本考案の折り曲げ加工金物
2は、打込みピン孔
3は、先導打込みピン用の長穴
4は、強化木ビス用皿モミ孔
5は、鍔部
6は、耐震開口フレームの縦枠
7は、耐震開口フレームの横枠
8は、打ち込みピン
9は、補強ビス
10は、耐震開口フレームを躯体に止め付けるラグスクリューボルト
11は、柱
12は、横架材
13は、箱型耐震開口フレーム
14は、門型耐震開口フレーム
Aは、枠材のホゾ加工
Bは、厚手の合板、LVL、LVBやCLTによる構造躯体の面状の梁
1 is a bent metal piece 2 according to the present invention, a driving pin hole 3 is a long hole 4 for a leading driving pin, a countersunk hole 5 for a reinforcing wood screw, a collar 6 is a vertical frame 7 of an earthquake-resistant opening frame. The horizontal frame 8 of the seismic opening frame, the driving pin 9, the reinforcing screw 10, the lag screw bolt 11 for fixing the seismic opening frame to the housing, the column 12, the horizontal member 13, the box-type seismic opening frame 14 is a gate-type seismic opening frame A, framing B of the frame material is thick plywood, a planar beam of a structural frame made of LVL, LVB or CLT

Claims (4)

木造フレームの縦枠及び横枠のコーナー接合部を接合する金物で、金属板の折り曲げ加工によるもので、1枚の平板プレートを形状及び孔をプレスで打ち抜く一次加工し、二次加工として左右対称となる中心線で屈曲して重ねることを特徴とする縦枠及び横枠内の一つの溝に挿入して用いる剛接合金物。  It is a metal fitting that joins the corner joints of the vertical and horizontal frames of a wooden frame. It is made by bending a metal plate. The shape and shape of a single flat plate are punched out with a press. A rigid joint metal used by being inserted into one groove in a vertical frame and a horizontal frame, characterized by being bent at the center line. 木造フレームの縦枠及び横枠のコーナー接合部を接合する金物で、金属板の折り曲げ加工によるもので、1枚の平板プレートを形状及び孔をプレスで打ち抜く一次加工し、二次加工として左右対称となる中央で所定の幅を設けて矩に屈曲していることを特徴とする縦枠及び横枠内の二つの溝に挿入して用いる剛接合金物。  It is a metal fitting that joins the corner joints of the vertical and horizontal frames of a wooden frame. It is made by bending a metal plate. The shape and shape of a single flat plate are punched out with a press. A rigid joint metal used by being inserted into two grooves in a vertical frame and a horizontal frame, wherein the vertical frame and the horizontal frame are bent at a predetermined width at the center. 木造フレームの縦枠及び横枠のコーナー接合部を接合する金物で、金属板の折り曲げプレス加工によるもので、2枚の平板プレートをそれぞれに形状及び孔をプレスで打ち抜く一次加工し、それぞれ二次加工して相称となる2個の金物を組み合わせて用いることを特徴とする縦枠及び横枠の外側より勘合して用いる剛接合金物。  It is a metal fitting that joins the corner joints of the vertical and horizontal frames of a wooden frame. It is made by bending press processing of a metal plate. A rigid joint metal used by fitting from the outside of a vertical frame and a horizontal frame, characterized in that two metal objects which are processed and used as synonyms are used in combination. 請求項1記載の金物と請求項3に記載の金物又は請求項2記載の金物と請求項3記載の金物を組み合わせて用いることを特徴とする剛接合金物。  A metal fitting according to claim 1, and a metal fitting according to claim 3, or a metal fitting according to claim 2 and a metal fitting according to claim 3, which are used in combination.
JP2014004071U 2014-07-11 2014-07-11 Bending hardware that fixes the corner of the earthquake-resistant opening frame as a rigid joint Expired - Lifetime JP3195516U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016204864A (en) * 2015-04-16 2016-12-08 ジェイ建築システム株式会社 Combination structure of hybrid frame and plywood or clt board or the like
JP2017025524A (en) * 2015-07-17 2017-02-02 物林株式会社 Floor structure
JP2017053187A (en) * 2015-09-11 2017-03-16 積水ハウス株式会社 Residential structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016204864A (en) * 2015-04-16 2016-12-08 ジェイ建築システム株式会社 Combination structure of hybrid frame and plywood or clt board or the like
JP2017025524A (en) * 2015-07-17 2017-02-02 物林株式会社 Floor structure
JP2017053187A (en) * 2015-09-11 2017-03-16 積水ハウス株式会社 Residential structure

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