JP2009197432A - Aseismic brace mounting implement and aseismic brace mounting structure - Google Patents

Aseismic brace mounting implement and aseismic brace mounting structure Download PDF

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Publication number
JP2009197432A
JP2009197432A JP2008038538A JP2008038538A JP2009197432A JP 2009197432 A JP2009197432 A JP 2009197432A JP 2008038538 A JP2008038538 A JP 2008038538A JP 2008038538 A JP2008038538 A JP 2008038538A JP 2009197432 A JP2009197432 A JP 2009197432A
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Prior art keywords
fixing
brace
fixed
vertical
horizontal
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Yuji Nakai
中井裕司
Koji Murata
村田浩二
Shigenori Nishida
西田重徳
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Okabe Co Ltd
Maeda Kosen Co Ltd
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Okabe Co Ltd
Maeda Kosen Co Ltd
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696—Shear bracing

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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problem that an aseismic brace mounted on a wooden framework does not easily come off even in the action of vibrations during earthquakes. <P>SOLUTION: A mounting implement A for being mounted on a framework of a column member 1, a beam 2 and the like includes a vertical brace fixing body 3 having a fixing portion 6 for being fixed to the column member 1, and a horizontal brace fixing body 4 having a fixing portion 6 for being fixed to the beam 2. Both of the vertical brace fixing body 3 and the horizontal brace fixing body 4, which make an angle freely variable by partially overlapping each other, are equipped with brace connecting portions 8, respectively. The mounting implements A are fixed to opposed corners of the square framework, respectively; and a tension member 10 is laid between the brace connecting portions 8 and 8 in the opposed mounting implements A and A. The deformation of the framework is absorbed by a variation in an opening angle between the fixing bodies 3 and 4. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、木造家屋において採用することが出来る耐震ブレースの取付具と、その取付具を使用した耐震ブレースの取付構造に関するものである。   The present invention relates to a seismic brace attachment that can be used in a wooden house, and a seismic brace attachment structure using the attachment.

ブレースは、筋交とも呼ばれ、柱などの左右の垂直材と、梁や土台などの上下の水平材によって組んだ方形の軸組みに、対角線上に配置する部材であって、地震時の水平振動力に耐え得るための部材である。
このようなブレースは、木造家屋などの場合、特開２００７−２６２６５９号に記載された発明のように、筋交の端部を、取付用の金具を使用して、釘やビスなどで柱や土台に固定していた。 Braces, also known as braces, are members that are placed diagonally on a rectangular shaft composed of vertical members such as columns and horizontal members such as beams and foundations. It is a member that can withstand vibration force.
In the case of a wooden house or the like, such a brace is used to attach the end of the bracing to a column or the like with a nail or a screw using a mounting bracket as in the invention described in Japanese Patent Application Laid-Open No. 2007-262659. It was fixed to the foundation.

このようなブレースを取り付けていたとしても、地震などの振動が作用したとき、いわゆる横揺れという振動によって、垂直材と水平材とによって組んだ長方形の軸組みが、僅かながらも平行四辺形に変形する。
このような変形によって、取付具の垂直材への取付け部分と、水平材への取付け部分との角度が大きくなったり小さくなったりする。
つまりは、取付具が垂直材と水平材の角度の変化に追随できず、ブレースによる引張力だけでなく、てこ反力が作用して、取付けのための釘やビスが振動によって釘穴から抜けたり入ったりすることになる。
その結果、釘やビスが釘穴から容易に離脱し易くなってしまい、最終的には釘やビスが抜け落ちて、ブレースとしての機能が著しく低下してしまうことがあった。 Even if such a brace is attached, when a vibration such as an earthquake is applied, the so-called rolling vibration causes the rectangular shaft assembly formed by the vertical and horizontal members to be slightly transformed into a parallelogram. To do.
By such deformation, the angle between the attachment portion of the fixture to the vertical member and the attachment portion to the horizontal member is increased or decreased.
In other words, the fixture cannot follow the change in the angle between the vertical and horizontal members, and not only the tensile force caused by the braces but also the lever reaction force acts, causing the mounting nails and screws to come out of the nail holes due to vibration. Will go in and out.
As a result, the nail or the screw is easily detached from the nail hole, and the nail or the screw is eventually dropped, so that the function as the brace may be remarkably deteriorated.

しかしながら他方、地震時に作用する力を、初動から全て釘やビスなどの固定部分で強固に受けることは、他の部分での破壊に繋がることがある。
つまりは、地震時の初動時の力を釘やビスではなく、別の部材によって吸収できれば、釘やビスへの負担が小さくなり、取付具の柱などからの離脱を避けるのに有効である。
特開２００７−２６２６５９号公報 On the other hand, however, receiving all the force acting during an earthquake from the initial movement firmly at a fixed part such as a nail or screw may lead to destruction at other parts.
In other words, if the initial force during an earthquake can be absorbed by another member instead of a nail or a screw, the burden on the nail or screw will be reduced, and it will be effective to avoid detachment of the fixture from the pillar.
JP 2007-262659 A

本発明が解決しようとする課題は、ブレースを垂直材や水平材へ取り付ける取付具が、容易にそれら部材から離脱させないようにすることである。   The problem to be solved by the present invention is to prevent a fixture for attaching a brace to a vertical member or a horizontal member from being easily detached from these members.

本発明にかかる耐震ブレース取付具は、
耐震ブレースを柱や梁に取付ける取付具であって、
垂直材に固定する固定部を有する垂直材固定体と、
水平材に固定する固定部を有する水平材固定体とから成り、
垂直材固定体と水平材固定体の一部は、互いに重ね合わせて角度が自在に可変であるとともに、共にブレース連結部を備えているものである。 The seismic brace fixture according to the present invention is
A fixture that attaches seismic braces to pillars and beams,
A vertical member fixing body having a fixing portion to be fixed to the vertical member;
It consists of a horizontal member fixing body having a fixing part fixed to the horizontal member,
A part of the vertical member fixing member and the horizontal member fixing member can be overlapped with each other and the angle can be freely changed, and both are provided with a brace connecting portion.

また、本発明にかかる耐震ブレースの取付構造は、
左右垂直材と上下水平材とによって組まれた方形軸組みに取付けられる耐震ブレースの取付構造であって、
前記耐震ブレース取付具の垂直材固定体と水平材固定体を、
垂直材固定体は固定部を固定部材によって垂直材に固定し、水平材固定体は固定部を固定部材によって水平材に固定して、
前記方形軸組みの対角となる隅角部に、それぞれ耐震ブレース取付具を固定するとともに、
対角となる耐震ブレース取付具には、それらブレース連結部の間に引張材を渡すものである。
また、他の耐震ブレースの取付構造は、
引張材として、初期引張剛性が１ＭＮ〜２０ＭＮである金属製棒材、繊維帯、若しくはゴム帯を採用するものである。また、引張力に緊張力を導入するｋとにより架構の剛性を調整することも出来る。 Moreover, the mounting structure of the seismic brace according to the present invention is as follows:
A seismic brace mounting structure that is attached to a rectangular shaft assembled by left and right vertical members and upper and lower horizontal members,
A vertical material fixing body and a horizontal material fixing body of the seismic brace fixture,
The vertical member fixed body is fixed to the vertical member by the fixing member, and the horizontal member fixed body is fixed to the horizontal member by the fixing member.
While fixing the seismic brace fixtures to the corners that are diagonal to the rectangular shaft assembly,
In the diagonal seismic brace fixture, a tensile material is passed between the brace connecting portions.
In addition, other seismic brace mounting structure
As the tensile material, a metal rod, fiber band, or rubber band having an initial tensile rigidity of 1MN to 20MN is adopted. Further, the rigidity of the frame can be adjusted by k which introduces tension to the tensile force.

本発明は以上のような構成を有し、以下の効果のうち少なくともひとつを達成することが出来る。
＜ａ＞取付具は、垂直材に固定する固定部を有する垂直材固定体と、水平材に固定する固定部を有する水平材固定体とから成り、互いに重ね合わせて角度が自在に可変であるため、垂直材と水平材との角度が変わっても、それに追随して垂直材固定体と水平材固定体との開き角度が変わり、固定部を貫通した釘やビスに大きな力が作用せず、垂直材や水平材との固定が緩むようなことがない。
＜ｂ＞本発明の耐震ブレースの取付構造であると、金属製棒材や、繊維帯や、ゴム帯などを引張材として採用して、安価で地震時の大きな振動に耐え得る構造となる。 The present invention has the above-described configuration and can achieve at least one of the following effects.
<a> The fixture includes a vertical member fixed body having a fixing portion fixed to the vertical member and a horizontal member fixed body having a fixing portion fixed to the horizontal member, and the angle can be freely changed by overlapping each other. Therefore, even if the angle between the vertical member and the horizontal member changes, the opening angle between the vertical member fixing member and the horizontal member fixing member changes accordingly, and a large force does not act on the nail or screw that penetrates the fixed part. There is no such thing as loosening the fixation with vertical or horizontal materials.
<B> The seismic brace mounting structure of the present invention employs a metal bar, fiber band, rubber band, or the like as a tensile material, and is inexpensive and can withstand large vibrations during an earthquake.

＜ａ＞軸組み構造
図１に示す実施例では、軸組みとして左右の垂直材である柱材１・１と、上下の水平材である梁２・２によって方形の軸組みが組まれている。 <a> Shaft assembly structure In the embodiment shown in FIG. 1, a rectangular shaft assembly is assembled by pillar materials 1, 1 that are left and right vertical members and beams 2, 2 that are upper and lower horizontal members. .

＜ｂ＞ブレース
実施例では、ブレースは、方形の軸組みに対して、その対角線上に取付けられている。
すなわち、右上の隅角部から、左下の隅角部へ、そして、左上の隅角部から右下の隅角部に斜めに架け渡されており、ふたつのブレースがクロスするように取付られている。
しかしながら、ブレースは、必ずしも方形の軸組みにふたつ架ける必要はなく、異なる方形の軸組みの一方に、右上から左下に、他方の軸組みに左上から右下に架け渡すことで、左右の横揺れに耐え得ることが可能なこともある。 <B> Brace In the embodiment, the brace is attached to the diagonal of the rectangular shaft assembly.
That is, it is spanned diagonally from the upper right corner to the lower left corner, and from the upper left corner to the lower right corner, and the two braces are attached so that they cross. Yes.
However, the braces do not necessarily need to be mounted on a square shaft assembly, but can be swayed to the left and right by spanning one of the different rectangular shaft assemblies from the upper right to the lower left and the other axle assembly from the upper left to the lower right. It may be possible to withstand.

＜ｃ＞取付具
ブレースを取り付ける取付具Ａは、垂直材固定体３と、水平材固定体４のふたつの金具から成っている。
垂直材固定体３と水平材固定体４は共に扇状を成しており、その扇の開き角度は、直角よりθだけ小さくなっている。θは５〜１０度程度である。
垂直材固定体３の左右一方の縁は、９０度屈曲された固定部６となっている。
他方、水平材固定体４は、垂直材固定体３が左右のいずれかに固定部６があるとき、その左右の他方側の縁に固定部６が形成されている。
すなわち、水平材固定体４と垂直材固定体３とを重ねたとき、それらの二つの固定体６・６が、扇の左右に離隔して位置することになる。
固定部６には、それぞれ挿通孔７が複数個形成されている。
垂直材固定体３と水平材固定体４は、扇状部分の一部を重ね合わせるものであって、その重ね合った部分に、ブレース連結部である長孔８が重なるように貫通されている。
ブレース連結部としては、長孔８に限らず、リング状の部材を採用して固定体３・４に取付けることも可能である。 <C> Attachment The attachment A for attaching the brace is composed of two metal fittings, a vertical material fixing body 3 and a horizontal material fixing body 4.
Both the vertical member fixing member 3 and the horizontal member fixing member 4 form a fan shape, and the opening angle of the fan is smaller than the right angle by θ. θ is about 5 to 10 degrees.
The left and right edges of the vertical member fixing body 3 are fixing portions 6 bent by 90 degrees.
On the other hand, when the vertical member fixing body 3 has the fixing portion 6 on either the left or right side, the fixing member 6 is formed on the left and right edges of the horizontal member fixing body 4.
That is, when the horizontal member fixing member 4 and the vertical member fixing member 3 are overlapped, the two fixing members 6 and 6 are positioned apart from each other on the left and right sides of the fan.
A plurality of insertion holes 7 are formed in each of the fixing portions 6.
The vertical member fixing member 3 and the horizontal member fixing member 4 are configured to overlap a part of the fan-shaped portion, and are penetrated so that the long hole 8 serving as the brace connecting portion overlaps the overlapped portion.
The brace connecting portion is not limited to the long hole 8 but can be attached to the fixed bodies 3 and 4 by adopting a ring-shaped member.

＜ｄ＞固定
垂直材固定体３は、その固定部６を柱材１に添わし、固定部材である釘９を挿通孔７に通して、柱材１に打ちつけて固定する。
他方、水平材固定体４は、その固定部６を梁２に添わし、釘９を挿通孔７に通して梁２に打ちつけて固定する。
以上のようにして、軸組みの四つの隅角部に、取付具Ａをそれぞれ固定する。 <D> Fixing The vertical member fixing body 3 is fixed by attaching the fixing portion 6 to the pillar material 1 and passing a nail 9 as a fixing member through the insertion hole 7 and hitting the pillar material 1.
On the other hand, the horizontal member fixing body 4 is fixed by attaching the fixing portion 6 to the beam 2 and passing the nail 9 through the insertion hole 7 to the beam 2.
As described above, the fixture A is fixed to each of the four corners of the shaft assembly.

＜ｅ＞引張材
軸組みの対角線上に、引張材１０を取り付ける。
引張材１０としては、金属製棒材、繊維製の帯材、ゴム製の帯材などが使用可能である。
これら引張材１０は、初期引張剛性が１ＭＮ〜２０ＭＮの範囲であることが好ましい。
引張材１０の引張剛性が１ＭＮを下回った場合、終局部材角が地震後復旧できる限界部材角を超える。引張剛性が２０ＭＮを上回った場合、軸組みが剛体のごとく振舞いエネルギーを吸収しなくなる。
実施例では繊維製の帯材を採用し、これを対角線上に位置するふたつの取付具Ａの長孔８に通して、両端を固定して輪っか状にしてある。帯状材の取付けは、これらに限らず、様々な態様が考えられる。
金属製棒材などの場合は、ターンバックルなどと一緒に、引張材１０として使用することも可能である。
以上のようにして、二本の引張材１０・１０が、ひとつの軸組みにクロスして取付けてある。 <E> Tensile material The tension material 10 is attached on the diagonal of the shaft assembly.
As the tension member 10, a metal bar, a fiber band, a rubber band, or the like can be used.
These tensile members 10 preferably have an initial tensile rigidity in the range of 1MN to 20MN.
When the tensile stiffness of the tensile member 10 is less than 1MN, the ultimate member angle exceeds the limit member angle that can be restored after the earthquake. When the tensile rigidity exceeds 20MN, the shaft assembly does not absorb the behavior energy like a rigid body.
In the embodiment, a fiber strip is adopted, and this is passed through the long holes 8 of the two attachments A located on the diagonal lines, and both ends are fixed to form a ring shape. The attachment of the belt-like material is not limited to these, and various modes are conceivable.
In the case of a metal bar or the like, it can be used as the tension member 10 together with a turnbuckle or the like.
As described above, the two tension members 10 and 10 are attached so as to cross one shaft assembly.

＜ｆ＞耐震作用
地震時の横ゆれによって、軸組みが平行四辺形に変形することがある。
図３に示す通常時の軸組み構造が、図４や図５に示す変形をするものである。
図４は、柱材１と梁２の角度が鋭角になったときである。このとき、垂直材固定体３と水平材固定体４は、その開き角度が小さくなって、より重なり合う部分が大きくなる。
しかしながら、垂直材固定体３にも、水平材固定体４にも変形させるような力が作用せず、また、それらの固定部６・６には釘９を引き抜こうとする力は増大するが、想定内に収まる。
つまりは、軸組みの変形による柱材１と梁２の角度変化を、垂直材固定体３と水平材固定体４の開き角度の変化によって吸収してしまうものである。
図５に示すのは、柱材１と梁２の角度が鈍角に変化した場合である。
この場合も、垂直材固定体３と水平材固定体４の開き角度の変化を、ふたつの部材の開き角度の変化によって吸収し、この場合も固定体３・４に無理な力が作用せず、釘９を引き抜こうとする力が増大するが想定内に収まる。
言い換えれば、固定体３・４各々が柱材１や梁２・土台の動きに追随して、てこ反力が作用せず、釘９に均等に力が伝わり、効率的な応力伝達が図れ、釘９が抜けにくくなる。
更には、ブレースにより発生する過大な引張力に対し、金物（垂直材固定体３、水平材固定体４）の両方にブレース用の取付孔８を設ける事で、ブレースによる水平成分・垂直成分が金物に効率良く応力伝達が図れるような工夫となっている。
金物自体は、柱１、梁２や土台の動きに追随できるので、効率的な応力伝達を図れるのはいうまでもない。 <F> Seismic effect Shafts may be deformed into parallelograms due to lateral shaking during an earthquake.
The normal shaft assembly structure shown in FIG. 3 is modified as shown in FIGS.
FIG. 4 shows a case where the angle between the column member 1 and the beam 2 becomes an acute angle. At this time, the vertical material fixing body 3 and the horizontal material fixing body 4 have a smaller opening angle and a larger overlapping portion.
However, neither a vertical member fixing member 3 nor a horizontal member fixing member 4 has a deforming force, and the force for pulling out the nail 9 to the fixing parts 6 and 6 increases. Fits within expectations.
That is, the change in the angle between the column member 1 and the beam 2 due to the deformation of the shaft assembly is absorbed by the change in the opening angle between the vertical member fixing member 3 and the horizontal member fixing member 4.
FIG. 5 shows a case where the angle between the column 1 and the beam 2 changes to an obtuse angle.
Also in this case, the change in the opening angle of the vertical member fixing member 3 and the horizontal member fixing member 4 is absorbed by the change in the opening angle of the two members. In this case, too much force does not act on the fixing members 3 and 4. The force for pulling out the nail 9 increases, but falls within the expected range.
In other words, each of the fixed bodies 3 and 4 follows the movement of the column 1, the beam 2, and the base, and the lever reaction force does not act, and the force is evenly transmitted to the nail 9, and efficient stress transmission is achieved. It becomes difficult for the nail 9 to come off.
Furthermore, against the excessive tensile force generated by the braces, the bracing mounting holes 8 are provided in both the hardware (the vertical material fixing body 3 and the horizontal material fixing body 4), so that the horizontal and vertical components due to the braces are reduced. The device is designed to efficiently transmit stress to hardware.
Since the hardware itself can follow the movement of the pillar 1, the beam 2 and the foundation, it goes without saying that efficient stress transmission can be achieved.

図６に示すのは、他の実施例であって、垂直材固定体３と水平材固定体４の重なり合う部分に、両部材３・４の双方に接着するよう減衰ゴム１１を固着して両者をつなぎ合わせたものである。
地震の初動のとき、減衰ゴム１１によって地震時の変形に耐え得るようにして、ブレースの取付具Ａなどが軸組みから離脱するのを有効に防止する。
減衰機構は、減衰ゴム１１に限らず様々な形態のものを採用することができ、ブレースとは別個にダンパーなどを軸組みに取付けるなども可能である。 FIG. 6 shows another embodiment, in which a damping rubber 11 is fixed to an overlapping portion of the vertical member fixing member 3 and the horizontal member fixing member 4 so as to adhere both members 3 and 4 together. Are connected together.
In the initial motion of the earthquake, the damping rubber 11 can withstand the deformation at the time of the earthquake to effectively prevent the brace fixture A and the like from detaching from the shaft assembly.
The damping mechanism is not limited to the damping rubber 11, and various forms can be adopted. A damper or the like can be attached to the shaft assembly separately from the brace.

図７に示すのは、引張材１０に作用する引張力に対して釘９が抜けにくくするために、引張力に対してより抵抗する向きに斜めに釘９を打った場合である。
固定体６・６には、釘９を斜めに打ち易くするために、テーパー状面を形成してある。 FIG. 7 shows a case where the nail 9 is struck diagonally in a direction more resistant to the tensile force in order to make it difficult for the nail 9 to come out with respect to the tensile force acting on the tensile material 10.
The fixed bodies 6 and 6 are formed with a tapered surface so that the nail 9 can be easily struck diagonally.

耐震ブレースを取り付けた軸組みの正面図Front view of a shaft assembly with seismic braces 取付具の分解斜視図Exploded perspective view of fixture 取付具の固定状態の正面図Front view of the fixture fixed state 柱材と梁が鋭角になったときの正面図Front view when column and beam are at an acute angle 柱材と梁が鈍角になったときの正面図Front view when column and beam become obtuse 他の実施例の正面図Front view of another embodiment 他の実施例の正面図Front view of another embodiment

符号の説明Explanation of symbols

Ａ：取付具
１：柱材
２：梁
３：垂直材固定体
４：水平材固定体
６：固定部
７：挿通孔
８：長孔
９：釘
１０：引張材
１１：減衰ゴム A: Mounting tool 1: Column material 2: Beam 3: Vertical material fixed body 4: Horizontal material fixed body 6: Fixed portion 7: Insertion hole 8: Long hole 9: Nail 10: Tensile material 11: Damping rubber

Claims (3)

耐震ブレースを柱や梁などの軸組みに取付ける取付具であって、
垂直材に固定する固定部を有する垂直材固定体と、
水平材に固定する固定部を有する水平材固定体とから成り、
垂直材固定体と水平材固定体の一部は、互いに重ね合わせて角度が自在に可変であるとともに、共にブレース連結部を備えている
耐震ブレース取付具。 A fixture that attaches seismic braces to columns such as columns and beams,
A vertical member fixing body having a fixing portion to be fixed to the vertical member;
It consists of a horizontal member fixing body having a fixing part fixed to the horizontal member,
A part of the vertical member fixing member and the horizontal member fixing member are superposed on each other and the angle is freely variable, and both are provided with a brace connecting portion. 左右垂直材と上下水平材とによって組まれた軸形枠組みに取付けられる耐震ブレースの取付構造であって、
請求項１に記載された耐震ブレース取付具の垂直材固定体と水平材固定体を、
垂直材固定体は固定部を固定部材によって垂直材に固定し、水平材固定体は固定部を固定部材によって水平材に固定して、
前記方形軸組みの対角となる隅角部に、それぞれ耐震ブレース取付具を固定するとともに、
対角となる耐震ブレース取付具には、それらブレース連結部の間に引張材を渡したことを特徴とする耐震ブレースの取付構造。 A seismic brace mounting structure that is mounted on a shaft-shaped frame formed by left and right vertical members and upper and lower horizontal members,
A vertical member fixing body and a horizontal member fixing body of the seismic brace fixture according to claim 1,
The vertical member fixed body is fixed to the vertical member by the fixing member, and the horizontal member fixed body is fixed to the horizontal member by the fixing member.
While fixing the seismic brace fixtures to the corners that are diagonal to the rectangular shaft assembly,
The seismic brace mounting structure is characterized in that the diagonal seismic brace mounting tool has a tensile material passed between the brace connecting portions. 引張材は、初期引張剛性が１ＭＮ〜２０ＭＮである金属製棒材、繊維帯、若しくはゴム帯であることを特徴とする
請求項２記載の耐震ブレースの取付構造。 The structure for mounting an earthquake-resistant brace according to claim 2, wherein the tensile material is a metal bar, fiber band, or rubber band having an initial tensile rigidity of 1MN to 20MN.
JP2008038538A 2008-02-20 2008-02-20 Aseismic brace mounting implement and aseismic brace mounting structure Pending JP2009197432A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008038538A JP2009197432A (en) 2008-02-20 2008-02-20 Aseismic brace mounting implement and aseismic brace mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008038538A JP2009197432A (en) 2008-02-20 2008-02-20 Aseismic brace mounting implement and aseismic brace mounting structure

Publications (1)

Publication Number Publication Date
JP2009197432A true JP2009197432A (en) 2009-09-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010001682A (en) * 2008-06-21 2010-01-07 Okabe Co Ltd Brace structure with joint reinforcing tool
JP2014071824A (en) * 2012-10-01 2014-04-21 Denso Corp Unit operation system, slave display device used for the same and manser display device
JP2019085779A (en) * 2017-11-08 2019-06-06 日本軽金属株式会社 Mounting structure of damping device
JP7124191B1 (en) * 2021-09-15 2022-08-23 株式会社ポラス暮し科学研究所 Fixed structure of diagonal members for wooden buildings and metal fittings for diagonal members

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010001682A (en) * 2008-06-21 2010-01-07 Okabe Co Ltd Brace structure with joint reinforcing tool
JP2014071824A (en) * 2012-10-01 2014-04-21 Denso Corp Unit operation system, slave display device used for the same and manser display device
JP2019085779A (en) * 2017-11-08 2019-06-06 日本軽金属株式会社 Mounting structure of damping device
JP7124191B1 (en) * 2021-09-15 2022-08-23 株式会社ポラス暮し科学研究所 Fixed structure of diagonal members for wooden buildings and metal fittings for diagonal members

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