JP3119417U - Seismic hardware for wooden structures - Google Patents

Seismic hardware for wooden structures Download PDF

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JP3119417U
JP3119417U JP2005005657U JP2005005657U JP3119417U JP 3119417 U JP3119417 U JP 3119417U JP 2005005657 U JP2005005657 U JP 2005005657U JP 2005005657 U JP2005005657 U JP 2005005657U JP 3119417 U JP3119417 U JP 3119417U
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hardware
pillars
assembled
foundations
beams
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Japanese (ja)
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陽太郎 池田
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陽太郎 池田
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Abstract

【課題】 本考案は木構造材の接合部のしなりや、きしみを金物と緩衝材が受け止めつつ柱と一体となって強風や地震の外力に対応することによって軸組みの柔軟な補強をする。
【解決手段】
本考案は柱と梁、柱と土台、梁と胴差、土台同士の交差部など建物の

Figure 0003119417

された金物端部4に組み付けられた緩衝材6が柱のしなりや、きしみを受け止めつつ、柱と一体となって外力に対して補強をする。
【選択図】 図1PROBLEM TO BE SOLVED: To flexibly reinforce a shaft assembly by coping with external force of strong wind or earthquake while receiving the bending and squeak of a wooden structure material with a hardware and a cushioning material while integrating with a pillar. .
[Solution]
The present invention is designed for buildings such as pillars and beams, pillars and foundations, beams and torso, and intersections between foundations.
Figure 0003119417

The cushioning material 6 assembled to the hardware end 4 thus made is reinforced with respect to the external force integrally with the column while receiving the bending and squeaking of the column.
[Selection] Figure 1

Description

本考案は木構造用金物に関するものである。  The present invention relates to a wooden structure hardware.

木構造材の接合部の補強は筋交いや金物で堅固に固定するのが一般的であった。  It was common to reinforce the joints of wood structures with braces or hardware.

考案が解決しようとす課題Problems that the device tries to solve

筋交いでの補強は開口部をとることになるし、改造補強は手間と時間を用し非常に困難な工事となる。従来の金物での補強は地震や風による柱のしなりやきしみを全部柱の強度で吸収することになり古い柱では強度的に問題が生じてくる。  Reinforcement with braces takes an opening, and remodeling reinforcement is laborious and time consuming, and is extremely difficult. Conventional reinforcement with hardware absorbs all the bending and squeaking of pillars due to earthquakes and winds with the strength of the pillars, and there is a problem in strength with old pillars.

問題を解決するための手段Means to solve the problem

本考案は柱と梁、柱と土台、梁と胴差し、土台間同士の交差部など、建築物の互いに直交する木造軸組みの入り隅部に設置され、柱のしなりやきしみを緩衝材が受け止めつつ柱と一体となって外力に対応することによって、軸組み構造の柔軟な補強となることによって問題を解決している。  The present invention is installed at corners of wooden frames that are orthogonal to each other, such as pillars and beams, pillars and foundations, beams and trunks, and intersections between foundations. However, the problem is solved by flexibly reinforcing the frame structure by coping with the pillar and dealing with external force.

考案の効果Effect of device

上述のように、本考案の木構造用耐震金物は緩衝材を設けたので、軸組み柱の地震や強風によるしなりやきしみを受け止めつつ、軸組み構造の抜けや、はずれを防ぎ、又古い柱でも比較的容易に対応できる。  As mentioned above, the seismic hardware for wooden structure of the present invention is provided with a cushioning material. Even a pillar can be handled relatively easily.

Figure 0003119417
さむ辺を建築物の互いに直交する木造軸組みの入り隅部に設置し、ラグスクリュボルト、
Figure 0003119417
の端面平行部には、穴つき円筒形緩衝ゴム又はコイルバネダンパーを片側の端面をはさんで交互に2個取り付け、他方の端面と座金又はリッジカラーをかいしてボルト、スプリングワッシャー、ナットで固定する。又、円筒形緩衝ゴムの両端面にボルトつき円盤を接合固着したるものであれば両端面間に1個取り付けナットで固定する。
Figure 0003119417
Install the edge to the corner of the wooden frame that is perpendicular to the building,
Figure 0003119417
Two cylindrical shock absorbers or coil spring dampers with holes are mounted alternately on the end surface parallel to each other, and the other end surface is attached to a washer or ridge collar and fixed with bolts, spring washers, and nuts. To do. Also, if a bolted disk is bonded and fixed to both end faces of the cylindrical cushion rubber, one mounting nut is fixed between the both end faces.

Figure 0003119417
形したものである。直角をはさむ辺に内接してパイプ2を横に溶接して補強し、鋭角部先端の耳にはボルト穴3を穿設し、金物端部4の片側を挟み込んで交互に、穴つき円筒形緩衝ゴム6を他方の端部4とともに、ボルト7を座金10とスプリングワッシャー8をかいしてナット9で固着することにより、取り付けられた軸組み柱のしなりや、きしみを受け止めつつ補強する、コイルバネダンパー11の場合も前記と同様にリッジカラー12をかいして取り付けられる。さらに、ボルト付き円盤両端接着式円筒緩衝ゴム13を同様に両端面間に取り付けることによっても補強される。
Figure 0003119417
It is a shape. The pipe 2 is welded sideways to be inscribed at the side that sandwiches the right angle, and the bolt hole 3 is drilled in the ear at the tip of the acute angle part, and one end of the hardware end part 4 is sandwiched alternately, and the cylindrical shape with the hole The buffer rubber 6 and the other end 4 and the bolt 7 are fixed with a nut 9 through a washer 10 and a spring washer 8 to reinforce the attached shaft column pillar while receiving the bending and squeak. In the case of the coil spring damper 11, the ridge collar 12 is attached in the same manner as described above. Further, the bolted disk both-end bonded cylindrical buffer rubber 13 is similarly reinforced by attaching between both end faces.

本考案の穴つき円筒形緩衝ゴムを組み付けた場合の木構造用耐震金物の斜視図である。It is a perspective view of the earthquake-resistant metal for wooden structure when the cylindrical cushion rubber with a hole of the present invention is assembled. 本考案のコイルバネダンパーを組み付けた場合の木構造用耐震金物の斜視図である。It is a perspective view of a seismic metal for a wooden structure when the coil spring damper of the present invention is assembled. 本考案のボルト付き円盤両端接着式円筒緩衝ゴムを組み付けた場合の木構造用耐震金物の斜視図である。It is a perspective view of a seismic metal for a wooden structure when the disk-attached cylindrical shock absorber with bolts of the present invention is assembled.

符号の説明Explanation of symbols

Figure 0003119417
2 直角をはさむ辺に内接して固着したパイプ
3 鋭角部先端の穴に穿設したボルト穴
4 金物端部
5 係止孔
6 穴つき円筒形緩衝ゴム
7 ボルト
8 スプリングワッシャー
9 ナット
10 座金
11 コイルバネダンパー
12 リッジカラー
13 ボルトつき円盤両端接着式円筒緩衝ゴム
Figure 0003119417
2 Pipe that is inscribed and fixed to the side that sandwiches the right angle 3 Bolt hole drilled in the hole at the tip of the acute angle part 4 Hardware end 5 Locking hole 6 Cylindrical shock absorbing rubber 7 Bolt 8 Spring washer 9 Nut 10 Washer 11 Coil spring Damper 12 Ridge collar 13 Cylinder cushion rubber with bolts

Claims (1)

Figure 0003119417
成形し、二つの鋭角部は逆さY字型に成形し、または組み付け固着し先端に耳を設けたところにボルト孔を穿設し、直角部内側にはパイプを横に内接して溶接し、矢印形の平行部になった前記金物の両先端にはボルト孔を穿設し、直角三角形の一辺間位置に緩衝材又はダンパーを組み付けたるを特徴とする木構造用耐震金物
Figure 0003119417
The two acute angle parts are formed into an inverted Y shape, or are assembled and fixed, and a bolt hole is drilled at the tip of the ear, and the pipe is inscribed and welded laterally inside the right angle part. Seismic hardware for wooden structure, characterized in that bolt holes are drilled at both ends of the metal parts that are parallel parts in the shape of arrows, and cushioning materials or dampers are assembled between one side of a right triangle.
JP2005005657U 2005-06-20 2005-06-20 Seismic hardware for wooden structures Expired - Fee Related JP3119417U (en)

Priority Applications (1)

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JP2005005657U JP3119417U (en) 2005-06-20 2005-06-20 Seismic hardware for wooden structures

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010174481A (en) * 2009-01-28 2010-08-12 Hozumi Shimobo Corner reinforcing implement of building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010174481A (en) * 2009-01-28 2010-08-12 Hozumi Shimobo Corner reinforcing implement of building

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