JP2010156175A - Movable aseismatic reinforcing device - Google Patents
Movable aseismatic reinforcing device Download PDFInfo
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- JP2010156175A JP2010156175A JP2008336278A JP2008336278A JP2010156175A JP 2010156175 A JP2010156175 A JP 2010156175A JP 2008336278 A JP2008336278 A JP 2008336278A JP 2008336278 A JP2008336278 A JP 2008336278A JP 2010156175 A JP2010156175 A JP 2010156175A
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Abstract
Description
本発明は既存木造建物の外壁に見られるガレージの開口部又は吐き出し窓・腰窓・小窓の開口部及び、建物内部の間仕切り壁に見られる出入り口(以下窓等の開口部と云う)に、本来であれば地震等の水平力に対し、何等抵抗し得なかったこの部位の耐震化に関するものである。The present invention provides an opening of a garage or an opening of a sash window / waist window / small window found on the outer wall of an existing wooden building, and an entrance / exit seen on a partition wall inside the building (hereinafter referred to as an opening of a window or the like) Originally, it relates to earthquake resistance of this part that could not resist anything against horizontal forces such as earthquakes.
従来の既存木造建物における耐震装置は、既存建物の壁面内に金物等を用いて耐力壁としての剛性を高め、地震等の水平力に抵抗しようとするものがある。
既存の外壁若しくは内壁を一旦除去し壁面内部を露出させて補強金物を装着し、その後除去した壁を復旧して耐震装置の取り付けは終了する。(特許文献1)Some conventional seismic devices in existing wooden buildings attempt to resist horizontal forces such as earthquakes by increasing the rigidity of the load-bearing wall using hardware or the like in the wall surface of the existing building.
The existing outer wall or inner wall is once removed, the inside of the wall surface is exposed, and a reinforcing metal fitting is attached. Thereafter, the removed wall is restored, and the installation of the seismic device is completed. (Patent Document 1)
また、既存建物の窓等の開口部にラーメンフレームや固定式ブレースを配して壁の剛性を高めようとするものもある。
開口部にあるアルミサッシュ等の建具及び建具枠を一旦撤去しラーメンフレームや固定式ブレースを装着しその後サイズ調整を行った建具枠や建具を取り付けて耐震装置の取り付けは終了する。(特許文献2)(特許文献3)
The installation of the seismic device is completed after removing the joinery and joinery frame such as aluminum sash in the opening, attaching the ramen frame and fixed brace, and then attaching the joinery frame and joinery whose size has been adjusted. (Patent Document 2) (Patent Document 3)
新築の建物には耐震補強と云う概念はなく、先行技術は従来の既存建物における耐震改修を目的として考案されたものである。にもかかわらず、耐震装置を取り付ける際に、壁若しくは窓と云った既設建物の一部分を撤去し、尚且つ復旧しなければ取り付けが出来ず、耐震改修工事が割高となる原因となっている。そこで補強箇所を少数に絞り、その分耐震装置の剛性を高めて価格を抑えようとしているが、剛性の高い補強装置自体が高額である。そこで既存の建物に殆ど手を加えること無く、施工できる補強方法が是非とも必要とされている。New buildings do not have the concept of seismic reinforcement, and the prior art was devised for the purpose of retrofitting existing buildings. Nevertheless, when installing the seismic device, a part of the existing building such as a wall or window must be removed and restored, and it cannot be installed, causing the seismic repair work to be expensive. Therefore, the number of reinforcements is limited to a small number, and the rigidity of the seismic device is increased accordingly to reduce the price. However, the highly rigid reinforcement device is expensive. Therefore, there is a strong need for a reinforcing method that can be applied without much modification to existing buildings.
また、先行技術では補強した壁の剛性が向上すると、補強した耐力壁の土台や基礎に応力が集中するようになり、それが柱の引き抜き力となって、土台から柱を浮き上がらせようとする力が働くようになる。そこでその浮き上がり力を押え込む措置も必要となっている。これは既存壁や窓の補強箇所を最小限に限定して、工事費を抑えることを目的としている為である。補強壁を低剛性にして補強する箇所の数を増やせれば柱の引き抜き力を発生させる事なく補強することができる。しかし、一戸の住宅に於いて壁の数は限られており、改修工事等によって壁の数が減っていく傾向にもある為、窓等の開口部の耐震補強が必要となってきている。In addition, in the prior art, when the rigidity of the reinforced wall is improved, stress concentrates on the foundation and foundation of the reinforced bearing wall, which becomes the pulling force of the pillar and tries to lift the pillar from the foundation. Power comes to work. Therefore, it is necessary to take measures to suppress the lifting force. This is because the purpose is to reduce the construction cost by limiting the reinforcement points of existing walls and windows to the minimum. Reinforcement can be achieved without generating the pull-out force of the pillars by increasing the number of portions to be reinforced by reducing the rigidity of the reinforcing wall. However, the number of walls in a single house is limited, and the number of walls tends to decrease due to renovation work, etc., so it is necessary to provide seismic reinforcement for openings such as windows.
木造家屋の外壁に見られる窓等の開口部に、既設建物の撤去・復旧作業を殆ど伴わず、可動自在の筋交いを対角線状に、低剛性に配した事を特徴とする耐震補強装置。ここで云う低剛性とは例えば、建築基準法で規定する壁量倍率が壁長90cm当たり0.5〜2.0程度の領域を示す。
(A)
前記の筋交いを、一点は既設建物の柱上端にヒンジで固定し、他の一点を既設建物の対側の柱下端に連結装置にて対角線上に固定して、開口部としての機能を満たす場合には、伸縮自在の筋交いを収縮させ、開口部上端に固定する事を特徴とする耐震補強装置。
ここで云う伸縮自在の筋交いとは鞘状の筋交いの中に別の筋交いを挿入して伸縮出来る様にして、その二つの筋交いをもって一本の筋交いとしたものを云う。
(B)
前記の筋交いは伸縮自在であって、それを一点は既設建物の柱上端にヒンジで固定し、他の一点も既設建物の対側の柱下端にヒンジで固定し、二本の筋交いの接点にスライド式のヒンジ設け、それを操作して対角線上に固定し、開口部としての機能を満たす場合には、接点のヒンジをスライドさせて、開口部上端及び、柱に筋交いを固定する事を特徴とする耐震補強装置。
ここで云うスライド式のヒンジとは二本の筋交いのうち、一方の筋交いにレールを設けその上を他の筋交いの端部がスライドするようにしたヒンジを云う。
(C)
前記の筋交いはスライド式であって、それを中央にヒンジを持つ二本の筋交いを交差させ、開口部四隅に合わせて圧力を掛けて固定し、開口部としての機能を満たす場合には、圧力を除去し取り外し可能な耐震装置とした事を特徴とする耐震補強装置。
(D)
前記の筋交いは取り外し式の筋交いであって、それをロープ式の筋交い二本にして開口部上端二箇所にそれぞれ固定し、開口部下端二箇所に連結装置を設け、対角線上にロープを固定し、開口部としての機能を満たす場合には、ロープを連結装置から外して柱両側に添わせる事を特徴とする耐震補強装置。
ここで云うロープ式の筋交いとは繊維またはワイヤーで作られた折り曲げ可能な筋交いを云う。An anti-seismic reinforcement device characterized by the fact that movable braces are arranged diagonally and with low rigidity in the openings of windows and other windows found on the outer walls of wooden houses, with almost no removal or restoration work for existing buildings. The low rigidity referred to here indicates, for example, a region in which the wall amount magnification defined by the Building Standards Act is about 0.5 to 2.0 per 90 cm wall length.
(A)
When the above bracing is fixed to the upper end of a column of an existing building with a hinge and the other point is fixed to the lower end of the column on the opposite side of the existing building on a diagonal line with a connecting device to satisfy the function as an opening. The seismic reinforcement device is characterized in that the elastic braces are contracted and fixed to the upper end of the opening.
The stretchable braces referred to here are those in which another brace is inserted into the sheath brace so that it can be expanded and contracted, and the two braces form a single brace.
(B)
The bracing is telescopic, and one point is fixed to the top of the pillar of the existing building with a hinge, and the other point is also hinged to the bottom of the pillar on the opposite side of the existing building. A sliding hinge is provided and operated to fix it diagonally. When the function as an opening is satisfied, the contact hinge is slid to fix the brace to the top of the opening and the column. Seismic reinforcement device.
The slide-type hinge here refers to a hinge in which a rail is provided on one of the two braces and the end of the other brace is slid on the rail.
(C)
The brace is a slide type, and when the two braces with hinges in the center are crossed and fixed by applying pressure to the four corners of the opening to satisfy the function as the opening, Seismic reinforcement device, characterized in that it can be removed and removed as a seismic device.
(D)
The brace is a detachable brace, which is made up of two rope braces, fixed at the top two locations of the opening, and provided with connecting devices at the two bottom ends of the aperture, and the rope is fixed diagonally. When the function as the opening is satisfied, the seismic reinforcement device is characterized in that the rope is removed from the coupling device and attached to both sides of the column.
As used herein, rope-style bracing refers to foldable bracing made of fiber or wire.
これまで既設建物に撤去・復旧作業を伴わなければ、耐力的に有効な措置が取れなかった窓等の開口部に、撤去・復旧作業を殆ど伴わず、可動式又は脱着式の低剛性である耐震補強装置を設置する。その結果工事費の削減が期待でき、本発明を多数配置する事が可能になる。また、開口部としての機能を損なう事が無いので、今まで耐力壁として評価されていなかった窓等の開口部に低剛性の本発明を数多く配置することにより、地震力を分散させ、基礎に対する負担も軽減させ、低剛性であっても建物全体としての剛性を高めようとするものである。Until now, without removing or restoring work on existing buildings, the opening of windows, etc., where effective measures could not be taken for strength, has almost no removal or restoration work, and it has low rigidity that is movable or removable. Install seismic reinforcement equipment. As a result, a reduction in construction costs can be expected and a large number of the present invention can be arranged. In addition, since the function as an opening is not impaired, by disposing a large number of low-rigidity present inventions in openings such as windows that have not been evaluated as bearing walls until now, seismic force is distributed, It is intended to reduce the burden and increase the rigidity of the entire building even if the rigidity is low.
例えば図1の木造建物の中で、主な骨組みが柱ア・梁イ又は土台ウにより構成されている、いわゆる在来軸組み工法における耐震補強に際し、窓等の開口部6・7・8・9に本発明が採用される。開口部を設ける為には両側に柱アが存在しており、柱アは土台ウ及び梁イにて固定されている。また開口部に面して柱が仕上げ材によって隠れている場合でも、ビス又はコーチボルトで容易に到達できる位置に柱は存在している。本発明2・3・4・5を直接、柱に対角線上に緊結する事で、本来であれば非耐力壁としての扱いしか受けない開口部6・7・8・9に耐力壁としての機能を付加するものである。For example, in the wooden building shown in FIG. 1, the main frame is composed of pillars, beams i, or foundations U. The present invention is adopted in 9. In order to provide the opening, there are pillars A on both sides, and the pillars A are fixed by a base U and a beam A. Even when the column faces the opening and is hidden by the finishing material, the column exists at a position that can be easily reached with screws or a coach bolt. By directly connecting the present invention 2, 3, 4 and 5 diagonally to the pillar, the
図2は伸縮する筋交いを示したもので、図21の様に固定ヒンジA及び上部連結装置Bによって、開口部上部に取り付けられた鞘筋交いC及び可動筋交いDを、図22の様に上部連結装置Bを開錠して固定ヒンジAを支点として回転させて、可動筋交いDを伸ばして床に設置している下部連結装置Bに固定する。図23の様に固定後はロック装置Eによって可動筋交いDを固定し、地震等の水平力により発生する圧縮力・引っ張り力に抵抗する。
開口部としての機能を果たしたい時は、逆の順序で装置を移動させる。FIG. 2 shows the struts that extend and contract, and as shown in FIG. 21, the fixed brace A and the upper coupling device B connect the sheath brace C and the movable brace D attached to the upper part of the opening, as shown in FIG. The device B is unlocked and rotated with the fixed hinge A as a fulcrum, and the movable bracing D is extended and fixed to the lower connecting device B installed on the floor. After the fixing as shown in FIG. 23, the movable bracing D is fixed by the locking device E to resist the compressive force / tensile force generated by a horizontal force such as an earthquake.
When it is desired to function as an opening, the device is moved in the reverse order.
図3はスライドする筋交いを示したもので、図31の様に開口部上部及び柱に水平筋交いF・垂直筋交いGを固定ヒンジAによって固定し、図32の様に施錠装置を兼ねる可動ヒンジEを開錠して両端の固定ヒンジAを支点に回転させることにより図33の様にF・Gを対角線上に配置し、可動ヒンジEを施錠することにより、地震等の水平力により発生する圧縮力・引っ張り力に抵抗する。
開口部としての機能を果たしたい時は、逆の順序で装置を移動させる。FIG. 3 shows a sliding brace. As shown in FIG. 31, the horizontal brace F and the vertical brace G are fixed to the upper part of the opening and the column by a fixed hinge A, and a movable hinge E which also serves as a locking device as shown in FIG. Unlocking and rotating the fixed hinges A at both ends as fulcrums, F and G are arranged diagonally as shown in FIG. 33, and the movable hinge E is locked, so that the compression generated by horizontal force such as earthquake Resist the force and pulling force.
When it is desired to function as an opening, the device is moved in the reverse order.
図4は脱着式の筋交いを示したもので、図41の様に回転筋交いHを開口部に固定せず、締め付け装置Iを軸に回転させながら図42の様に開口部四隅に添わせ、締め付け装置Iを締め付けて図43の様に四隅に圧力を掛ける事により圧縮筋交いの機能を持たせる。
開口部としての機能を果たしたい時は、逆の順序で装置を移動させる。FIG. 4 shows a detachable brace. As shown in FIG. 41, the rotating brace H is not fixed to the opening, and the fastening device I is rotated around the shaft, and is attached to the four corners of the opening as shown in FIG. The tightening device I is tightened and pressure is applied to the four corners as shown in FIG.
When it is desired to function as an opening, the device is moved in the reverse order.
図5はロープ式の筋交いを示したもので、図51の様に開口部上端部両側に二本のロープ式の筋交いJをそれぞれ固定し、図52の様に固定されたロープの一端を対角線状に交差させ、図53の様に開口部両下端部に設けた連結装置Bに連結する事により、引っ張り筋交いの機能を持たせる。
開口部としての機能を果たしたい時は、逆の順序で装置を移動させる。FIG. 5 shows a rope-type bracing. As shown in FIG. 51, two rope-type bracings J are fixed on both sides of the upper end of the opening, and one end of the rope fixed as shown in FIG. As shown in FIG. 53, by connecting to a connecting device B provided at both lower ends of the opening, a function of pulling the braces is given.
When it is desired to function as an opening, the device is moved in the reverse order.
1 外壁
2 請求項2の耐震補強装置
3 請求項3の耐震補強装置
4 請求項4の耐震補強装置
5 請求項5の耐震補強装置
6 吐き出し窓
7 ガレージ開口
8 腰窓
9 小窓
A 固定ヒンジ
B 連結装置
C 鞘筋交い
D 可動筋交い
E 施錠装置付可動ヒンジ
F 水平筋交い
G 垂直筋交い
H 回転筋交い
I 締め付け装置
J ロープ固定装置
K ロープ筋交いDESCRIPTION OF SYMBOLS 1 Outer wall 2 Seismic reinforcement apparatus 3 of Claim 2 Seismic reinforcement apparatus 4 of Claim 3 Seismic reinforcement apparatus 5 of Claim 4 Seismic reinforcement apparatus 6 of Claim 5
Claims (5)
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JP2008336278A JP2010156175A (en) | 2008-12-27 | 2008-12-27 | Movable aseismatic reinforcing device |
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JP2008336278A JP2010156175A (en) | 2008-12-27 | 2008-12-27 | Movable aseismatic reinforcing device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019196634A (en) * | 2018-05-10 | 2019-11-14 | 飛島建設株式会社 | Reinforcement member for wooden frame |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2019196634A (en) * | 2018-05-10 | 2019-11-14 | 飛島建設株式会社 | Reinforcement member for wooden frame |
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