JP4806239B2 - Reinforcement bracket for suspended ceiling - Google Patents

Reinforcement bracket for suspended ceiling Download PDF

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JP4806239B2
JP4806239B2 JP2005262031A JP2005262031A JP4806239B2 JP 4806239 B2 JP4806239 B2 JP 4806239B2 JP 2005262031 A JP2005262031 A JP 2005262031A JP 2005262031 A JP2005262031 A JP 2005262031A JP 4806239 B2 JP4806239 B2 JP 4806239B2
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ceiling
reinforcing
bracket
hanging
metal fitting
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隆行 由利
智一 荒井
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株式会社桐井製作所
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Description

本発明は、吊天井の補強金具に係り、例えばメインバーとクロスバーとからなる天井下地材によって枠組みされる天井構造枠を、上階床スラブなどから垂設されて要所に配置される吊ボルトの下端側に、吊金具を介して吊下げ支持させることにより構築される吊天井に用いられる補強金具に関する。   The present invention relates to a reinforcing metal fitting for a suspended ceiling. For example, a ceiling structural frame that is framed by a ceiling base material composed of a main bar and a cross bar is suspended from an upper floor slab or the like and arranged at an important point. The present invention relates to a reinforcing metal fitting used for a suspended ceiling constructed by hanging and supporting a bolt at a lower end side via a hanging metal fitting.

従来から、メインバーとクロスバーとからなる天井下地材によって枠組みされる天井構造枠を、例えば上階床スラブなどから垂設されて要所に吊り下げ配置される吊ボルトの下端側に、吊金具を介して吊下げ支持させることにより構築される吊天井は知られている(例えば、特許文献1および特許文献2参照)。   Conventionally, a ceiling structural frame that is framed by a ceiling base material composed of a main bar and a cross bar is suspended from the lower end side of a suspension bolt that is suspended from an upper floor slab, for example, and suspended at a key point. Suspended ceilings constructed by hanging and supporting via metal fittings are known (see, for example, Patent Document 1 and Patent Document 2).

ところで、吊ボルトの下端側に取り付けられて、前記天井構造枠を吊り下げ支持する吊金具は、特許文献1および特許文献2などにおいて開示されている構造形態に形成されているのが一般的である。その一例を図7に示す。
図7に示すように、吊金具6は、帯状の板材を用いた折り曲げ加工によって形成される金具本体6aと、同じく板材によって形成される挟持部材6bと、で構成されている。
そして、図8に示すように、金具本体6aは、天井構造枠を枠組みするメインバー1またはクロスバー2の内、メインバー1の上辺縁部1aを、後記する他方の枠挟み部12とによって挟み込み吊持する一方の枠挟み部11を下端側に備え、上端側にはボルト挿通孔9を有する水平な取付部10を備えている。
この金具本体6aは、取付部10を例えば上階床スラブ(図示省略)などから垂設されて要所に配置される吊ボルト5の下端側に上下のナット8によって取り付けられる。なお、ここで、取付部10を上下から挟むように吊ボルト5に取り付けられる上下のナット8のうち、その一方は取り付けた後の緩み止めを図るロックナットである。
By the way, the suspension fitting attached to the lower end side of the suspension bolt and supporting the ceiling structure frame is generally formed in the structure disclosed in Patent Document 1, Patent Document 2, and the like. is there. An example is shown in FIG.
As shown in FIG. 7, the hanging metal fitting 6 is composed of a metal fitting body 6a formed by bending using a belt-like plate material, and a clamping member 6b also formed of a plate material.
Then, as shown in FIG. 8, the metal fitting body 6a has an upper edge 1a of the main bar 1 of the main bar 1 or the cross bar 2 that frames the ceiling structural frame, and the other frame sandwiching portion 12 described later. One frame sandwiching portion 11 sandwiched and suspended is provided on the lower end side, and a horizontal attachment portion 10 having a bolt insertion hole 9 is provided on the upper end side.
The metal fitting body 6a is attached by upper and lower nuts 8 to the lower end side of the suspension bolt 5 which is provided at a main point with the attachment portion 10 suspended from an upper floor slab (not shown), for example. Here, one of the upper and lower nuts 8 attached to the suspension bolt 5 so as to sandwich the attachment portion 10 from above and below is a lock nut for preventing loosening after the attachment.

挟持部材6bは、他方の枠挟み部12を備え、図7の(a)に示すように、金具本体6aの下端側に設けられている掛止窓13への掛止頭部14の掛止と、そして下端側に設けられているネジ孔15へのネジ16によるネジ止めとにより金具本体6aの下端側に取り付けられるように形成されている(図7(b)および図8参照)。   The clamping member 6b includes the other frame clamping portion 12, and as shown in FIG. 7A, the latching head 14 is latched to the latching window 13 provided on the lower end side of the metal fitting body 6a. And, it is formed so that it can be attached to the lower end side of the metal fitting body 6a by screwing with a screw 16 to the screw hole 15 provided on the lower end side (see FIGS. 7B and 8).

そして、このようにして吊ボルト5の下端側に吊金具6を介して天井構造枠を吊り下げ支持するように構築される吊天井には、地震が発生した場合に天井構造枠の上に載せられて配設される例えば照明機器や空調設備、天井構造枠に取り付けられる天井パネルなどの脱落を防ぐ耐震性が要求される。   The suspended ceiling constructed so as to suspend and support the ceiling structure frame via the suspension fitting 6 on the lower end side of the suspension bolt 5 is placed on the ceiling structure frame when an earthquake occurs. For example, it is required to have earthquake resistance to prevent dropping of, for example, lighting equipment, air conditioning equipment, and ceiling panels attached to the ceiling structure frame.

そこで、図8に示すように、メインバー1とクロスバー2との連結交差部分の真上に位置する上階床スラブなどから垂設されて配置される吊ボルト5と、この吊ボルト5に対してそれぞれ隣り合う他の吊ボルト5との間に渡りブレース材7を斜めに取り付けるなどの補強を施すことにより(後記の図2参照)、地震が発生したときの縦横の揺れ、特に横揺れに対する耐震性を強化するようにしている。   Therefore, as shown in FIG. 8, a suspension bolt 5 that is suspended from an upper floor slab or the like located directly above the connecting intersection of the main bar 1 and the crossbar 2, and the suspension bolt 5 On the other hand, by reinforcing the brace material 7 diagonally between other adjacent suspension bolts 5 (see FIG. 2 below), the vertical and horizontal shaking, especially the rolling, when an earthquake occurs We are trying to strengthen the earthquake resistance against.

つまり、吊天井の施工を行なう設備工事と、その周りの壁などを含めて建造物を施工する建築工事と、は別個の工事で行なわれるため、吊天井の天井構造枠の周りと建造物の壁(図示省略)とは取り合っていない。このために、吊ボルト5のみで吊り下げ支持させた天井構造枠は、地震などの発生時に振り子のように揺れることから、ブレース材7を隣り合う吊ボルト5間に筋交いのように斜めに配設することで、揺れを抑えるための耐震性を吊天井に付与する必要があった。   In other words, since the installation work for constructing the suspended ceiling and the construction work for constructing the building including the surrounding walls, etc. are performed separately, the area around the ceiling structural frame of the suspended ceiling and the building It is not in contact with the wall (not shown). For this reason, since the ceiling structural frame suspended and supported only by the suspension bolts 5 swings like a pendulum when an earthquake or the like occurs, the brace material 7 is arranged diagonally between the adjacent suspension bolts 5 like a brace. It was necessary to provide the suspended ceiling with seismic resistance to suppress shaking.

また、メインバー1とクロスバー2とによって天井構造枠を枠組みするに際して、クロスバー2は、図9の(a)(b)に示すように、端部に形成されている一対の接続片部17同士を、メインバー1を挟んで対向させ((a)の状態)、メインバー1に開口されている連結窓18を介して接続片部17同士を互いに差し込み接続(係合)させる((b)の状態)。これにより、吊ボルト5に吊金具6を介して吊り下げ支持されて等間隔をおいて平行に配設される各メインバー1を介して、該メインバー1の間に直交直線状に連結組み付けられるようになっている(図8および後記の図2参照)。
特開平9−13571号公報(段落番号0011〜0013、図3および図4参照) 特開2003−13540号公報(段落番号0015〜0018、図2、図6および図9参照)
Further, when the ceiling structural frame is framed by the main bar 1 and the cross bar 2, the cross bar 2 has a pair of connecting pieces formed at the end portions as shown in FIGS. 9 (a) and 9 (b). 17 are opposed to each other across the main bar 1 (state (a)), and the connecting pieces 17 are inserted and connected (engaged) with each other via the connecting window 18 opened in the main bar 1 (( b)). As a result, the main body 1 is suspended and supported by the suspension bolts 5 via the suspension brackets 6 and arranged in parallel at regular intervals. (See FIG. 8 and FIG. 2 described later).
Japanese Patent Laid-Open No. 9-13571 (see paragraph numbers 0011 to 0013, FIGS. 3 and 4) Japanese Unexamined Patent Publication No. 2003-13540 (see paragraph numbers 0015 to 0018, FIG. 2, FIG. 6 and FIG. 9)

ところで、吊金具6を構成する金具本体6aは、前記したように、幅が狭い帯状の板材を用いた折り曲げ加工によって形成されているために、ブレース材7の傾斜下端側を金具本体6a自体に直接取り付けることができない。特に、図8に矢印Xで示す金具本体6aの面外(板厚)方向(クロスバー2の配設方向)においては取り付けることができない。そのために、金具本体6aの取付部10が取り付けられる吊ボルト5の下端側部位にブレース材7の傾斜下端側を取り付けているのが現状である。   By the way, since the metal fitting body 6a constituting the hanging metal fitting 6 is formed by bending using a strip-like plate material having a narrow width as described above, the inclined lower end side of the brace material 7 is attached to the metal fitting body 6a itself. It cannot be installed directly. In particular, it cannot be attached in the out-of-plane (plate thickness) direction of the metal fitting body 6a indicated by the arrow X in FIG. Therefore, the current situation is that the inclined lower end side of the brace material 7 is attached to the lower end side portion of the suspension bolt 5 to which the attaching portion 10 of the metal fitting body 6a is attached.

従って、図8に矢印Yで示す金具本体6aの面内(板幅)方向(メインバー1の配設方向)に比べて耐震性が劣る金具本体6aの面外(板厚)方向においては地震などが発生したときに、吊ボルト5に対する取付部10との曲げ連設部を起点として金具本体6aが大きく揺れる。
そして、この揺れは、メインバー1の連結窓18を介して直線状に接続されて組み付け配設されるクロスバー2の配設方向における天井構造枠の全域にわたって発生することとなる。つまり、吊金具6は、図8に矢印Yで示すメインバー1の配設方向(長さ方向)に金具本体6aの面内(板幅)方向を向けた状態で、メインバー1を挟持部材6bとによって挟み込み吊持するように取り付けられるものであることから、前記した揺れ現象が起こる。
Accordingly, an earthquake occurs in the out-of-plane (plate thickness) direction of the metal fitting body 6a, which is inferior in earthquake resistance as compared to the in-plane (plate width) direction (arrangement direction of the main bar 1) of the metal fitting body 6a indicated by the arrow Y in FIG. When the above occurs, the metal fitting body 6a shakes greatly starting from the bent continuous connection portion with the attachment portion 10 with respect to the suspension bolt 5.
And this shaking will generate | occur | produce over the whole region of the ceiling structure frame in the arrangement | positioning direction of the cross bar 2 connected and assembled | attached linearly via the connection window 18 of the main bar 1. As shown in FIG. That is, the hanging metal fitting 6 holds the main bar 1 in a state in which the in-plane (plate width) direction of the metal fitting body 6a is directed to the arrangement direction (length direction) of the main bar 1 indicated by the arrow Y in FIG. 6b, the above-described shaking phenomenon occurs.

このような事情から、図7の(b)及び図8に示す吊ボルト5に対する吊金具6の取付部位P1から吊金具6によって挟み込み支持された天井構造枠(メインバー1)の挟持部位P2までの範囲L間においては依然として耐震性に対する危惧は解消されていないのが現状である。
そのために、地震などの発生時には前記した曲げ連設部を起点として取付部位P1から挟持部位P2の範囲L間において大きく揺れが発生し、吊金具6によって挟み込み吊持されているメインバー1の上辺縁部1aや、この上辺縁部1aを挟み込み吊持する金具本体6aの枠挟み部11および挟持部材6bの枠挟み部12が、揺れによって吊天井の全体に引き起こされるねじりモーメントや曲げモーメントを繰り返し受けて破損したり、最悪の場合、メインバー1の上辺縁部1aが吊金具6から外れ、天井構造枠が崩落する恐れがあった。
From such a situation, from the attachment site P1 of the suspension fitting 6 to the suspension bolt 5 shown in FIG. 7B and FIG. 8 to the clamping portion P2 of the ceiling structural frame (main bar 1) sandwiched and supported by the suspension fitting 6. The current situation is that the concern about seismic resistance has not been resolved in the range L.
Therefore, when an earthquake or the like occurs, a large swaying occurs in the range L from the attachment site P1 to the clamping site P2 starting from the above-described bent connecting portion, and the upper side of the main bar 1 sandwiched and suspended by the hanging bracket 6 The edge portion 1a, the frame sandwiching portion 11 of the metal fitting body 6a that sandwiches and holds the upper edge portion 1a, and the frame sandwiching portion 12 of the sandwiching member 6b repeat torsional moments and bending moments caused to the entire suspended ceiling due to shaking. In the worst case, the upper edge 1a of the main bar 1 may come off the hanging bracket 6 and the ceiling structure frame may collapse.

ちなみに、地震などによって吊天井が揺れたとき、その揺れはメインバーとクロスバーに水平方向のねじりモーメントや曲げモーメントとなって加わり吊天井(天井構造枠)は波打とうする。特に、ねじりモーメントや曲げモーメントは、吊金具によって吊持されるメインバーとクロスバーとの連結交差部分に集中するものと推測されている。そのために、吊金具により挟み込み吊持されているメインバーの上辺縁部が破損したり、吊金具自身が破損する恐れが残されている。   By the way, when the suspended ceiling is shaken by an earthquake or the like, the shake is applied to the main bar and the crossbar as a horizontal torsional moment or bending moment, and the suspended ceiling (ceiling structure frame) is wavy. In particular, it is presumed that the torsional moment and the bending moment are concentrated at the connecting intersection between the main bar and the crossbar that are held by the hanging bracket. Therefore, there is a possibility that the upper edge portion of the main bar sandwiched and held by the hanging bracket is damaged, or the hanging bracket itself is damaged.

また、前記したように、吊ボルト5に対する吊金具6の取付部位P1から天井構造枠の挟持部位P2の範囲Lにおいて大きく揺れると、メインバー1を介して直線状に接続されて組み込まれているクロスバー2の接続片部17同士の接続状態が外れ、前記した天井構造枠の崩落を引き起こす要因になっていた。   Further, as described above, when the swaying is large in the range L from the attachment part P1 of the suspension metal fitting 6 to the suspension bolt 5 to the sandwiching part P2 of the ceiling structure frame, it is connected and incorporated linearly via the main bar 1. The connection state of the connection pieces 17 of the crossbar 2 is lost, which causes the above-described collapse of the ceiling structural frame.

そこで、本発明は、前記課題を解消すべく創案されたものであり、吊金具の板材からなる金具本体の面外(板厚)方向の耐震性を強化することができ、金具本体の面内(板幅)方向の耐震性においてはより一層強靭に強化をすることができ、しかも、クロスバー同士の連結状態をも強化し、さらには既設の吊天井に後付けにより簡単に取り付けることができるように開発された吊天井の耐震強化に有効な補強金具を提供することにある。   Therefore, the present invention was devised to solve the above-described problems, and can improve the vibration resistance in the out-of-plane (plate thickness) direction of the metal fitting body made of the plate material of the hanging metal fitting. In the (plate width) direction, the earthquake resistance can be further strengthened, the connection between the crossbars can be strengthened, and it can be easily attached to the existing suspended ceiling by retrofitting. The purpose of this study is to provide an effective reinforcing bracket for the seismic strengthening of suspended ceilings.

前記課題を解決するために、請求項1では、天井下地材によって枠組みされる天井構造枠を、要所に配置される吊ボルトに、吊金具を介して吊り下げ支持させることにより構築される吊天井に用いられる補強金具であって、前記吊ボルトから前記天井下地材に至る範囲で形成されて、前記天井下地材に沿わされるように宛がわれて取り付けられる補強面部を備え、前記補強面部は、下端縁側における縁方向中央部位に、下方に向けて開口させた凹欠部を備えて、前記天井構造枠を枠組みするメインバーとクロスバーとの連結交差部において、前記メインバーを介して直線状に接続される両クロスバーに、前記メインバーを跨いだ状態で宛がわれるように形成されている。
また、請求項2では、天井下地材によって枠組みされる天井構造枠を、要所に配置される吊ボルトに、吊金具を介して吊り下げ支持させることにより構築される吊天井に用いられる補強金具であって、前記吊金具に宛がわれるとともに、前記天井下地材に沿わされるように宛がわれて取り付けられる補強面部を備え、前記補強面部は、下端縁側における縁方向中央部位に、下方に向けて開口させた凹欠部を備えて、前記天井構造枠を枠組みするメインバーとクロスバーとの連結交差部において、前記メインバーを介して直線状に接続される両クロスバーの一方を跨いだ状態で、前記メインバーに宛がわれるように形成されていることを特徴とする。
ここで、前記天井下地材への補強面部の取り付けとしては、天井下地材の材質と補強面部の材質とが同じ場合には溶接による取り付けも可能ではあるが、ネジ止めによる取り付けが好適なものとなる。また、前記補強面部を、前記天井下地材に取り付けられる下端縁側に至る範囲で幅広状に形成することが好適なものとなる(請求項3)。
In order to solve the above-mentioned problems, in claim 1, a suspension structure constructed by supporting a ceiling structure frame framed by a ceiling base material by hanging a suspension bolt on a suspension point via a hanging bracket. Reinforcing metal fittings used for a ceiling, comprising a reinforcing surface portion that is formed in a range from the suspension bolt to the ceiling base material, and is attached to be attached along the ceiling base material, the reinforcing surface portion Is provided with a recessed portion that opens downward in the center in the edge direction on the lower end edge side, and at the intersection of the main bar and the cross bar that frame the ceiling structure frame, via the main bar The two crossbars connected in a straight line are formed so as to be addressed in a state of straddling the main bar.
Moreover, in Claim 2, the reinforcement metal fitting used for the suspended ceiling constructed | assembled by suspending and supporting the ceiling structure frame framed by the ceiling base material to the suspension bolt arrange | positioned through the suspension metal fitting in the important place. And a reinforcing surface portion that is attached to and attached so as to be along the ceiling base material, and the reinforcing surface portion is provided at a lower edge portion at a central portion in an edge direction, and is provided below. It includes a concave portion which is opened toward, in the connecting intersection of the main bar and the cross bar framework the ceiling structural frame, across one of the two cross bars are linearly connected through the main bar In this state, it is formed so as to be addressed to the main bar .
Here, as the attachment of the reinforcing surface portion to the ceiling base material, if the material of the ceiling base material and the material of the reinforcing surface portion are the same, the attachment by welding is possible, but the attachment by screwing is preferable. Become. Moreover, it becomes suitable that the said reinforcement surface part is formed in a wide shape in the range which reaches the lower end edge side attached to the said ceiling base material (Claim 3).

請求項1,2に記載の構成によれば、天井構造枠を枠組みする天井下地材に取り付けられる補強面部を備える補強金具によって、吊ボルトと天井構造枠との繋がり強度を吊金具とによって強化することができる。換言すれば、天井構造枠の耐震性を強化することができる。
そして、天井構造枠を枠組みする天井下地材がメインバーとクロスバーとからなる場合、このメインバーとクロスバーとの連結交差部において、例えば板材からなる吊金具の面内(板幅)方向に対し、補強面部の面内(板幅)方向が直交するように、該補強面部をクロスバーまたはメインバーにネジ止めにて取り付けることで、前記した繋がり強度の強化に加えて、板材からなるが故に面内(板幅)方向に比べて耐震性が劣る吊金具の面外(板厚)方向の横揺れに対する耐震性を補強面部によって強化することができる。
また、請求項1に記載の構成によれば、メインバーとクロスバーとの連結交差部において、凹欠部によってメインバーを介して直線状に接続組み付けられる両クロスバー間にわたり幅広状の補強面部を確実に沿わせて宛がうことができる。それにより、補強面部を両クロスバーにネジ止めなどによって取り付け、クロスバー同士の連結状態を強化することができる。
しかも、請求項3に記載のように構成することにより、幅広状の補強面部の面内(板幅)方向が、吊金具の面内(板幅)方向に対して直交するように、補強面部をクロスバーまたはメインバーにネジ止めにて取り付けることで、吊金具の面外(板厚)方向の横揺れに対する耐震性をより一層効果的に強化することができる。
According to the configuration described in claims 1 and 2, the connection strength between the suspension bolt and the ceiling structure frame is reinforced by the suspension bracket by the reinforcement bracket including the reinforcing surface portion attached to the ceiling base material that frames the ceiling structure frame. be able to. In other words, the earthquake resistance of the ceiling structural frame can be enhanced.
And, when the ceiling base material that frames the ceiling structural frame is composed of a main bar and a cross bar, in the connecting intersection of the main bar and the cross bar, for example, in the in-plane (plate width) direction of a hanging bracket made of a plate material On the other hand, the reinforcing surface portion is made of a plate material in addition to the strengthening of the connection strength described above, by attaching the reinforcing surface portion to the crossbar or the main bar with screws so that the in-plane (plate width) direction of the reinforcing surface portion is orthogonal. Therefore, the reinforcement surface portion can enhance the earthquake resistance against the rolling in the out-of-plane (plate thickness) direction of the hanging metal fitting, which is inferior in earthquake resistance compared to the in-plane (plate width) direction.
Moreover, according to the structure of Claim 1, in the connection crossing part of a main bar and a cross bar, it is a wide reinforcement surface part between both cross bars connected and assembled | attached linearly via a main bar by a notch part. Can be addressed with certainty. Thereby, a reinforcement surface part is attached to both crossbars by screwing etc., and the connection state of crossbars can be strengthened.
Moreover, by configuring as in claim 3, the reinforcing surface portion so that the in-plane (plate width) direction of the wide reinforcing surface portion is orthogonal to the in-plane (plate width) direction of the hanging bracket. By attaching to the cross bar or the main bar with screws, it is possible to further effectively enhance the earthquake resistance against rolling in the out-of-plane (plate thickness) direction of the hanging bracket.

なお、前記補強面部の上端に、前記吊ボルトに取り付けられる取付部をさらに備えるのが好ましい(請求項6)。また、前記取付部が、一端を開放させた平面視ほぼU字状に形成されたボルト挿通部を備えているのが好ましい。 In addition, it is preferable to further provide the attachment part attached to the said suspension bolt at the upper end of the said reinforcement surface part (Claim 6). Moreover, it is preferable that the said attachment part is equipped with the bolt insertion part formed in planar view substantially U shape which open | released one end .

請求項に記載の構成によれば、吊金具を吊ボルトに取り付けているナットを緩め、このナットと前記吊金具の取付部との間に介在させることによって、補強金具を追加取り付けることができる。つまり、後付け工法によって既設の吊天井の吊金具に簡単に耐震性を付与し、吊金具の耐震強度を効果的に強化することができる。 According to the structure of Claim 6 , the reinforcement metal fitting can be additionally attached by loosening the nut which attached the hanging metal fitting to the hanging bolt, and interposing between this nut and the attaching part of the said metal fitting. . That is, it is possible to easily impart earthquake resistance to the existing suspended ceiling hanging bracket by the retrofitting method and effectively enhance the earthquake resistance strength of the hanging bracket.

また、請求項では、前記補強面部が、前記クロスバーの上辺縁部を挟み込むように保持する挟持部を備えている。 According to a fourth aspect of the present invention, the reinforcing surface portion includes a holding portion that holds the upper side edge portion of the cross bar.

請求項に記載の構成によれば、クロスバーの上辺縁部に挟持部を挟み込み保持させた状態で、該クロスバーまたはメインバーに補強面部を取り付けることができる。
つまり、前記した請求項1に記載の補強面部をクロスバーまたはメインバーにネジ止めするこのネジ止め作用と、挟持部によるクロスバーまたはメインバーの保持作用との相乗作用によって補強面部をクロスバーまたはメインバーに強靭に取り付けることができる。換言すれば、クロスバーまたはメインバーを補強金具に対し、強靭に取付支持させることができる。
According to the configuration of the fourth aspect , the reinforcing surface portion can be attached to the cross bar or the main bar in a state where the holding portion is sandwiched and held at the upper edge portion of the cross bar.
That is, the reinforcing surface portion is crossbar or crossbar by a synergistic effect of the screwing action of screwing the reinforcing surface portion according to claim 1 to the crossbar or the main bar and the holding action of the crossbar or the main bar by the sandwiching portion. Can be firmly attached to the main bar. In other words, the cross bar or the main bar can be firmly attached to and supported by the reinforcing bracket.

請求項では、前記補強面部は、前記吊ボルトの間に斜めに取り付けられるブレース材の傾斜下端側を取り付けるブレース取付部を兼ねることを特徴とする。
ここで、前記補強面部に対するブレース材の取り付けとしては特に限定されるものではないが、溶接またはネジ止めなどが挙げられる。
According to a fifth aspect of the present invention, the reinforcing surface portion also serves as a brace attaching portion for attaching an inclined lower end side of a brace material attached obliquely between the suspension bolts.
Here, the attachment of the brace material to the reinforcing surface portion is not particularly limited, and examples thereof include welding or screwing.

請求項に記載の発明によれば、ブレース材の傾斜下端側を、吊ボルトに吊金具と共に取り付けられる補強金具の補強面部に取り付けることで、ブレース材による補強位置を吊金具による天井構造枠の挟持部位側に近づける(下げる)ことができる。これによって、吊金具の耐震性が付与され、該吊金具の揺れに対する耐震強度が強化されることになる。 According to the fifth aspect of the present invention, by attaching the inclined lower end side of the brace material to the reinforcing surface portion of the reinforcing metal fitting attached to the hanging bolt together with the hanging metal fitting, the reinforcement position by the brace material is set to the ceiling structural frame of the hanging metal fitting. It can be brought closer (lowered) to the clamping part side. Thereby, the earthquake resistance of the hanging bracket is imparted, and the earthquake resistance against the swing of the hanging bracket is enhanced.

本発明に係る吊天井の補強金具は以上のように構成されていることで、吊金具と同様に吊ボルトに取り付けられる補強金具によって、吊ボルトと天井構造枠との繋がり強度を吊金具とによって強化することができる。換言すれば、天井構造枠の耐震性を強化することができる。
そして、メインバーとクロスバーとの連結交差部において、例えば板材から形成される吊金具の面内(板幅)方向に対し、補強金具の補強面部の面内(板幅)方向が直交するように、補強面部をクロスバーまたはメインバーに宛がうように沿わせて取り付けることで、前記した繋がり強度の強化に加えて、板材からなるが故に面内(板幅)方向に比べて耐震性が劣る吊金具の面外(板厚)方向の横揺れに対する耐震性を補強面部によって強化することができる。よって、吊ボルトに取り付けられて天井構造枠を挟み込み吊持する吊金具に、揺れによって引き起こされるねじりモーメントや曲げモーメントに対する耐震性の強化を確実に付与することができる。
Since the reinforcing bracket for the suspended ceiling according to the present invention is configured as described above, the reinforcing bracket attached to the hanging bolt in the same manner as the hanging bracket allows the connection strength between the hanging bolt and the ceiling structure frame to be increased by the hanging bracket. Can be strengthened. In other words, the earthquake resistance of the ceiling structural frame can be enhanced.
And, at the connecting intersection of the main bar and the cross bar, the in-plane (plate width) direction of the reinforcing surface portion of the reinforcing bracket is orthogonal to the in-plane (plate width) direction of the hanging bracket formed of, for example, a plate material. In addition to strengthening the connection strength as described above by attaching the reinforcing surface part so as to reach the cross bar or main bar, it is made of plate material, so it is more earthquake resistant than the in-plane (plate width) direction. The reinforced surface portion can enhance the earthquake resistance against rolling in the out-of-plane (plate thickness) direction of the hanging metal fitting which is inferior. Therefore, it is possible to reliably impart enhanced seismic resistance against torsional moments and bending moments caused by shaking to the suspension fittings attached to the suspension bolts and sandwiching and suspending the ceiling structure frame.

また、メインバーとクロスバーとの連結交差部において、凹欠部によってメインバーを介して直線状に連結組み付けられる両クロスバー間にわたり幅広状の補強面部を確実に沿わせて宛がうことができる。それにより、補強面部を両クロスバーにネジ止めなどによって取り付け、クロスバー同士の接続状態を強化することができる。それにより、地震などの発生時の横揺れなどによってクロスバー同士の接続状態が抜け外れるなどの防止対策に有効となる。   In addition, at the connecting intersection between the main bar and the cross bar, the wide reinforcing surface portion may be surely addressed between the two cross bars connected and assembled linearly via the main bar by the recessed portion. it can. Thereby, a reinforcement surface part can be attached to both crossbars by screwing etc., and the connection state of crossbars can be strengthened. This is effective in preventing measures such as the disconnection state of the crossbars coming off due to rolling or the like when an earthquake occurs.

また、ブレース材の傾斜下端側を、吊金具と共に吊ボルトに取り付けられる補強金具の補強面部に取り付けることで、ブレース材による補強位置を吊金具による天井構造枠の挟持部位側に近づける(下げる)ことができる。これにより、吊金具に対する耐震強度を、ブレース材が接続された補強金具によって強化することができる。
よって、吊金具を介して吊ボルトに吊り下げ支持される天井構造枠の揺れを抑制することができる。つまり、クロスバーまたはメインバーを吊持する吊金具による天井構造枠の挟持部位からの偏心距離が短くなる。これにより、地震の発生時に吊金具を介して天井構造枠に作用するねじりモーメントや曲げモーメントが低減されることで、天井構造枠の揺れが抑制されることになる。
In addition, by attaching the slanted lower end side of the brace material to the reinforcing surface part of the reinforcing bracket that is attached to the suspension bolt together with the hanging bracket, the reinforcement position by the brace material is brought closer (lowered) to the clamping part side of the ceiling structure frame by the hanging bracket. Can do. Thereby, the earthquake-proof strength with respect to a suspension metal fitting can be strengthened with the reinforcement metal fitting to which the brace material was connected.
Therefore, it is possible to suppress the shaking of the ceiling structure frame supported by being suspended by the suspension bolt via the suspension fitting. That is, the eccentric distance from the clamping part of the ceiling structure frame by the hanging metal fitting that suspends the crossbar or the main bar is shortened. As a result, the torsional moment and the bending moment acting on the ceiling structure frame via the hanging metal fitting at the time of the occurrence of the earthquake are reduced, thereby suppressing the shaking of the ceiling structure frame.

このように、本発明によれば、後付け工法などによって板材からなる吊金具の面外(板厚)方向に耐震性を付与し、吊金具の面内(板幅)方向の耐震性においてはより一層強靭に強化することができる。また、メインバーを介して直線状に連結組み込まれるクロスバー同士の接続状態をも強化することができるなどの高い耐震性と信頼性の向上が効果的に図られる全く新しい吊天井の補強金具を提供することができる。   As described above, according to the present invention, the retrofitting method or the like imparts earthquake resistance in the out-of-plane (plate thickness) direction of the hanging bracket made of a plate material, and more in the in-plane (plate width) direction of the hanging bracket. It can be further strengthened. In addition, there is a completely new suspension ceiling reinforcement bracket that can effectively improve the high earthquake resistance and reliability, such as the ability to strengthen the connection state of crossbars that are connected and integrated linearly via the main bar. Can be provided.

以下、本発明に係る吊天井の補強金具の実施形態について、適宜図面を参照しながら詳細に説明する。
図1は、本発明に係る吊天井の補強金具の実施形態を示す斜視図であり、図2は、補強金具を用いた吊天井の補強状態を示す斜視図であり、図3は、図2の一部(要部)を拡大して示す斜視図であり、図4は、図3における縦断面図である。
ここでは、吊天井としてシステム天井の例を挙げて説明する。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a reinforcing bracket for a suspended ceiling according to the present invention will be described in detail with reference to the drawings as appropriate.
FIG. 1 is a perspective view showing an embodiment of a suspended ceiling reinforcing bracket according to the present invention, FIG. 2 is a perspective view showing a reinforcing state of the suspended ceiling using the reinforcing bracket, and FIG. FIG. 4 is a longitudinal sectional view in FIG. 3.
Here, an example of a system ceiling will be described as a suspended ceiling.

≪システム天井の説明≫
システム天井には、グリッド型、クロス型、ライン型などのタイプがある。その一例としてグリッド型のシステム天井を図2に示している。
図2に示すように、グリッド型のシステム天井は、メインバー1とクロスバー2とを等間隔をおいてほぼ格子状に枠組みされる天井構造枠4を、例えば上階床スラブ(図示省略)などから垂設されて要所に吊り下げ配置される各吊ボルト5の下端側に、吊金具6を介して吊り下げ支持することで構築される吊天井である。
このようにして吊り下げ構築されるシステム天井は、天井構造枠4の各区画部に、天井パネル(天井板)29が取り付けられたり、天井裏において照明器具および空調機器(図示省略)などが設置されるようになっている。
≪Description of system ceiling≫
System ceilings include grid, cross, and line types. As an example, a grid type system ceiling is shown in FIG.
As shown in FIG. 2, the grid type system ceiling has a ceiling structure frame 4 that is framed in a substantially lattice pattern with the main bar 1 and the crossbar 2 being equally spaced, for example, an upper floor slab (not shown). It is a suspended ceiling constructed by hanging and supporting the suspension bolt 5 via a hanging bracket 6 on the lower end side of each suspension bolt 5 that is suspended from a location and suspended.
In the system ceiling constructed in such a manner, a ceiling panel (ceiling board) 29 is attached to each section of the ceiling structural frame 4, and lighting fixtures and air conditioners (not shown) are installed behind the ceiling. It has come to be.

そして、天井構造枠4を吊り下げ支持する吊ボルト5のうち、メインバー1とクロスバー2との交差部分真上に位置する上階床スラブなどから垂設されて配置される吊ボルト5と、この吊ボルト5と隣り合う他方の吊ボルト5との間に渡りブレース材7を斜めに取り付けるなどの補強を行なう。   Of the suspension bolts 5 that suspend and support the ceiling structural frame 4, the suspension bolts 5 that are suspended from the upper floor slab located directly above the intersection of the main bar 1 and the crossbar 2 The brace material 7 is reinforced diagonally between the suspension bolt 5 and the other adjacent suspension bolt 5.

このように、ブレース材7を取り付けることで、地震が発生したときの縦横の揺れ、特に揺れによってシステム天井の全体に引き起こされるねじりモーメントや曲げモーメントに対する耐震性を強化する。このとき、図2および図3に示すように、吊ボルト5の下端側に吊金具6と共に補強金具3を取り付け、この補強金具3の後記する補強面部3bに、ブレース材7の傾斜下端側を溶接またはネジ止めなどによって取り付け連結するものである。   By attaching the brace material 7 in this way, the seismic resistance against torsional moment and bending moment caused to the entire system ceiling by the shaking, especially when the earthquake occurs, is enhanced. At this time, as shown in FIGS. 2 and 3, the reinforcing metal fitting 3 is attached to the lower end side of the suspension bolt 5 together with the hanging metal fitting 6, and the inclined lower end side of the brace material 7 is attached to the reinforcing surface portion 3 b described later of the reinforcing metal fitting 3. It is attached and connected by welding or screwing.

≪吊金具の説明≫
吊金具6は、従来例(図7)において詳述した構成形態と基本的に同じことから同じ符号を付することで簡単に説明する。
すなわち、吊金具6は、金具本体6aと挟持部材6bとの2部材から構成されている。
≪Explanation of hanging bracket≫
The suspension metal fitting 6 will be briefly described by giving the same reference numerals since it is basically the same as the configuration described in detail in the conventional example (FIG. 7).
That is, the hanging metal fitting 6 is composed of two members, a metal fitting body 6a and a clamping member 6b.

≪金具本体の説明≫
金具本体6aは、剛性と耐蝕性に優れた所望な板厚を有する金属製の板材などによって一体に形成されるもので、図7に示すように、上端側にボルト挿通孔9を有する取付部10を備えており、吊ボルト5にナット8で取り付けられるように形成さている(図7の(b)参照)。そして、金具本体6a下端側には図7に示すように、メインバー1およびクロスバー2のそれぞれの上辺縁部1a,2aの断面形状に沿う凹部形状に形成された一方の枠挟み部11を備えている。
≪Description of bracket body≫
The metal fitting body 6a is integrally formed of a metal plate having a desired thickness that is excellent in rigidity and corrosion resistance. As shown in FIG. 7, the fitting portion has a bolt insertion hole 9 on the upper end side. 10 is formed so that it can be attached to the suspension bolt 5 with a nut 8 (see FIG. 7B). Then, as shown in FIG. 7, at the lower end side of the metal fitting body 6 a, one frame sandwiching portion 11 formed in a concave shape along the cross-sectional shape of the upper edge portions 1 a and 2 a of the main bar 1 and the crossbar 2 is provided. I have.

≪挟持部材の説明≫
挟持部材6bは、金具本体6aと同じく板材などによって一体に形成されるもので、図7に示すように、帯状形態の金具本体6aの板幅と同じ板幅に形成されるとともに、一方の枠挟み部11に沿う凹部形状に形成された他方の枠挟み部12を下半部側に備えている。
≪Description of clamping members≫
The sandwiching member 6b is integrally formed of a plate material or the like like the metal fitting body 6a. As shown in FIG. 7, the holding member 6b is formed to have the same plate width as the plate width of the metal fitting body 6a in the strip shape, and has one frame. The other frame sandwiching portion 12 formed in a concave shape along the sandwiching portion 11 is provided on the lower half side.

≪補強金具の説明≫
補強金具3は、剛性と耐蝕性に優れた所望な板厚を有する金属製の板材を用いた打ち抜き、そして折り曲げなどの加工を施すことによって一体に形成されるもので、図1に示すように、上端側に水平な取付部3aを備え、この取付部3aからほぼ垂直状に折り曲げ連設される補強面部3bを備えている。
≪Explanation of reinforcement bracket≫
The reinforcing metal fitting 3 is integrally formed by punching using a metal plate material having a desired plate thickness excellent in rigidity and corrosion resistance, and performing processing such as bending, as shown in FIG. Further, a horizontal mounting portion 3a is provided on the upper end side, and a reinforcing surface portion 3b is provided that is bent from the mounting portion 3a in a substantially vertical manner.

≪取付部の説明≫
取付部3aは、図1に示すように、補強面部3bの板幅方向の中央部位から適宜の傾斜角度と板幅(例えば、吊金具6の金具本体6aの板幅と同幅程度)をもってほぼネック形状に連設する連設部3cの上端側を水平状に折り曲げられることで形成される。そして、この取付部3aには一端縁部側から平面視がほぼU字形に開口するように形成されたボルト挿通部19が備えられており、図3に示すように、吊金具6の取付部10とナット8との間に挟まれた状態で吊ボルト5に吊金具6と共に取り付けられるように形成されている。
≪Description of mounting part≫
As shown in FIG. 1, the mounting portion 3 a has an appropriate inclination angle and a plate width (for example, about the same width as the plate width of the bracket body 6 a of the hanging bracket 6) from the central portion in the plate width direction of the reinforcing surface portion 3 b. It is formed by bending the upper end side of the connecting portion 3c provided in a neck shape horizontally. And this attachment part 3a is equipped with the bolt insertion part 19 formed so that planar view might open in a substantially U shape from one edge part side, and as shown in FIG. It is formed so that it can be attached to the suspension bolt 5 together with the suspension fitting 6 while being sandwiched between the nut 10 and the nut 8.

≪補強面部の説明≫
補強面部3bは、その下端縁側がクロスバー2またはメインバー1に沿わされるように宛がわれて取り付けられることで、吊金具6と同じく天井構造枠4と吊ボルト5とを繋ぎ止める(連結する)一方で、図3に示すように、ブレース材7の傾斜下端側が取り付けられるブレース取付部20を兼ねるように形成される。
すなわち、補強面部3bは、図1および図2に示すように、メインバー1を跨いで両クロスバー2の上辺縁部2aに沿わされて宛がわれる板幅を有する幅広状に形成されている。そして、この補強面部3bの下端縁側には下方に向けて開口させた凹欠部21を備えている。
≪Explanation of reinforcement surface part≫
The reinforcing surface portion 3b is attached so that the lower edge side thereof is aligned with the cross bar 2 or the main bar 1, so that the ceiling structural frame 4 and the suspension bolt 5 are joined together like the suspension fitting 6 (connection). On the other hand, as shown in FIG. 3, the brace material 7 is formed so as to serve also as a brace attachment portion 20 to which the inclined lower end side is attached.
That is, as shown in FIGS. 1 and 2, the reinforcing surface portion 3 b is formed in a wide shape having a plate width that extends along the upper edge portion 2 a of both crossbars 2 across the main bar 1. . And the recessed part 21 opened toward the downward direction is provided in the lower end edge side of this reinforcement surface part 3b.

なお、図示を省略しているが、補強面部3bの高さ方向と幅方向などに曲げ強度(面強度)を付与するように、補強面部3bに絞りやその他の加工などによって補強リブなどを設けるも勿論任意である。   Although not shown in the drawing, reinforcing ribs are provided on the reinforcing surface portion 3b by drawing or other processing so as to give bending strength (surface strength) in the height direction and width direction of the reinforcing surface portion 3b. Of course, it is optional.

≪凹欠部の説明≫
凹欠部21は、メインバー1を介して直線状に接続される両クロスバー2,2の上辺縁部2a,2aに補強面部3bを取り付けるに際して、メインバー1との干渉を避ける適宜の開口幅と開口高さ形状にて補強面部3bの下端縁の縁方向中央部位に形成される。
このように、凹欠部21を設けることによって、図3に示すように、吊金具6によって吊持されるメインバー1とクロスバー2との連結交差部において、メインバー1を介して直線状に接続される両クロスバー2,2に、メインバー1を跨いだ状態で補強面部3bの下端縁側を沿わせて宛がうことができるようにしている。
≪Description of recessed part≫
The recessed portion 21 is an appropriate opening that avoids interference with the main bar 1 when the reinforcing surface portion 3b is attached to the upper side edge portions 2a, 2a of the cross bars 2, 2 that are linearly connected via the main bar 1. It is formed in the edge direction center part of the lower end edge of the reinforcement surface part 3b by width and opening height shape.
In this way, by providing the recessed portion 21, as shown in FIG. 3, at the connecting intersection of the main bar 1 and the crossbar 2 suspended by the hanging bracket 6, a straight line is formed via the main bar 1. The crossbars 2 and 2 connected to each other can be routed along the lower edge of the reinforcing surface portion 3b in a state of straddling the main bar 1.

また、補強面部3bの下端縁には図1に示すように、ネジ挿通孔22,22が開口されており、クロスバー2の上辺縁部2aにタッピングネジ23により補強面部3bをクロスバー2の上辺縁部2aに取り付けて連結し得るようにしている(図4参照)。これにより、補強金具3は、吊金具6と共に吊ボルト5と天井構造枠4とを繋ぎ、吊ボルト5と天井構造枠4との繋がり強度を吊金具6とによって強化することができる。換言すれば、天井構造枠4の耐震性を強化することができる。   As shown in FIG. 1, screw insertion holes 22, 22 are opened at the lower end edge of the reinforcing surface portion 3 b, and the reinforcing surface portion 3 b is attached to the upper side edge portion 2 a of the crossbar 2 by a tapping screw 23. It can be attached and connected to the upper edge 2a (see FIG. 4). Thereby, the reinforcement metal fitting 3 can connect the suspension bolt 5 and the ceiling structure frame 4 together with the suspension fitting 6, and the connection strength between the suspension bolt 5 and the ceiling structure frame 4 can be strengthened by the suspension fitting 6. In other words, the earthquake resistance of the ceiling structural frame 4 can be enhanced.

なお、ネジ挿通孔22,22は、図示のように、それぞれ1ヶ所に限らず、2乃至3ヶ所に設けてもよく、任意である。つまり、図示を省略しているが、補強面部3bの板幅に応じて任意に個数を設定し、凹欠部21を挟む補強面部3bの両下端縁側を数本のタッピングネジ23によりそれぞれ取り付けるようにするもよく、任意である。   The screw insertion holes 22 and 22 are not limited to one each as shown in the figure, and may be provided at two to three locations, and are arbitrary. That is, although not shown, the number is arbitrarily set according to the plate width of the reinforcing surface portion 3b, and the lower end edge sides of the reinforcing surface portion 3b sandwiching the recessed portion 21 are respectively attached by several tapping screws 23. It can be optional.

また、凹欠部21を挟む補強面部3bの両下端縁側には、メインバー1の上辺縁部1aまたはクロスバー2の上辺縁部2aを上下から挟み込むように保持する挟持部が備えられている。
挟持部は、図1に示すように、補強面部3bの高さ方向の曲げ強度を強化させるために、補強面部3bの両側縁を、補強面部3bのほぼ全高にわたり折り曲げて該両側縁に備えた補強縁部25の下端部26と、この下端部26と同じ水平レベル高さにて凹欠部21の開口両側縁から折り曲げ突設させた突片部27と、補強面部3bの下端縁に沿って折り曲げて該下端縁に備えた掛止部28と、によって形成され、図3および図4に示すように、メインバー1を介して直線状に接続される両クロスバー2,2の上辺縁部2a,2aを上下からそれぞれ挟み込み保持するようにしている。
Further, on both lower edge sides of the reinforcing surface portion 3b sandwiching the recessed portion 21, there is provided a clamping portion that holds the upper edge portion 1a of the main bar 1 or the upper edge portion 2a of the cross bar 2 so as to be sandwiched from above and below. .
As shown in FIG. 1, in order to strengthen the bending strength in the height direction of the reinforcing surface portion 3b, the sandwiching portion is provided on both side edges by bending both side edges of the reinforcing surface portion 3b over almost the entire height of the reinforcing surface portion 3b. Along the lower end 26 of the reinforcing edge 25, a projecting piece 27 that is bent from both side edges of the opening of the recessed portion 21 at the same horizontal level as the lower end 26, and a lower edge of the reinforcing surface 3b. And the upper edge of both crossbars 2 and 2 formed by a hook 28 provided at the lower edge and connected linearly via the main bar 1 as shown in FIGS. The parts 2a and 2a are sandwiched and held from above and below, respectively.

つぎに、以上のように構成された本実施形態の補強金具3を用いたシステム天井の補強について、図面を適宜参照しながら簡単に説明する。
まず、図2および図3に示すように、天井構造枠4を枠組みするメインバー1とクロスバー2との連結交差部において、その交差部真上に位置する上階床スラブ(図示省略)などから垂設されて、連結交差部に向けて吊り下げ配置される吊ボルト5の下端側に、吊金具6の金具本体6aの取付部10をナット8によって取り付けて、吊金具6を吊ボルト5に備える。このとき、下側のナット8によって天井構造枠4の高さレベルを合せて、吊ボルト5に対する吊金具6の取付高さ位置を調整するレベル出しを行なうが、上側のナット8は本締めせずに仮止め状態で備えておく。
Next, reinforcement of the system ceiling using the reinforcing metal fitting 3 of the present embodiment configured as described above will be briefly described with reference to the drawings as appropriate.
First, as shown in FIG. 2 and FIG. 3, an upper floor slab (not shown) or the like located immediately above the intersection at the connecting intersection of the main bar 1 and the crossbar 2 that frame the ceiling structural frame 4. The attachment part 10 of the metal fitting body 6a of the hanging metal fitting 6 is attached by the nut 8 to the lower end side of the hanging bolt 5 that is suspended from the suspension and arranged toward the connecting intersection. Prepare for. At this time, the level of the height of the ceiling structural frame 4 is adjusted by the lower nut 8 and the mounting height position of the hanging bracket 6 with respect to the suspension bolt 5 is adjusted, but the upper nut 8 is fully tightened. Be prepared in a temporarily fixed state.

吊ボルト5に対する吊金具6の取り付けレベル出しが完了した後、図3に矢印Yで示すメインバー1の配設方向(長さ方向)に、金具本体6aの面内(板幅)方向を向けた状態で、金具本体6aの一方の枠挟み部11と挟持部材6bの他方の枠挟み部12を、メインバー1の上辺縁部1aを挟み込むようにセットし、ネジ16を本締めして上辺縁部1aを挟み込み吊持させる(図4参照)。   After the mounting level of the hanging bracket 6 with respect to the hanging bolt 5 is completed, the in-plane (plate width) direction of the bracket body 6a is directed to the arrangement direction (length direction) of the main bar 1 indicated by the arrow Y in FIG. In such a state, set one frame sandwiching portion 11 of the metal fitting body 6a and the other frame sandwiching portion 12 of the sandwiching member 6b so as to sandwich the upper edge portion 1a of the main bar 1, and tighten the screws 16 to the upper side. The edge 1a is sandwiched and suspended (see FIG. 4).

このようにして、天井構造枠4を吊ボルト5に吊金具6を介して吊り下げ支持させた後に、吊金具6の金具本体6aの面内(板幅)方向に対し、補強金具3の補強面部3bの面内(板幅)方向が直交する向きに補強金具3を取り付ける。
すなわち、補強面部3bの面内(板幅)方向が、図3に矢印Xで示すクロスバー2の配設方向(直線接続方向)を向くように、補強金具3の取付部3aを仮止め状態のナット8と吊金具6の取付部10との間に介在させるとともに、凹欠部21によってメインバー1を跨いだ状態で補強面部3bを両クロスバー2,2の上辺縁部2a,2aに沿わせるように宛がう。
これにより、凹欠部21を挟む補強面部3bの両下端縁側に設けた両側補強縁部25の下端部26、突片部27および掛止部28からなる挟持部は、メインバー1を介して直線的に接続される両クロスバー2,2の上辺縁部2a,2aを上下からそれぞれ挟み込み保持するように上辺縁部2a,2aにセットされる(図3および図4参照)。
In this way, after the ceiling structural frame 4 is suspended and supported by the suspension bolt 5 via the suspension bracket 6, the reinforcement bracket 3 is reinforced in the in-plane (plate width) direction of the bracket body 6 a of the suspension bracket 6. The reinforcing metal fitting 3 is attached in a direction in which the in-plane (plate width) direction of the surface portion 3b is orthogonal.
That is, the mounting portion 3a of the reinforcing bracket 3 is temporarily fixed so that the in-plane (plate width) direction of the reinforcing surface portion 3b faces the arrangement direction (straight line connecting direction) of the crossbar 2 indicated by the arrow X in FIG. Between the nut 8 and the mounting portion 10 of the hanging metal fitting 6 and the reinforcing surface portion 3b across the main bar 1 by the recess 21 to the upper edge portions 2a, 2a of the cross bars 2, 2. Address them so that they are along.
Thereby, the clamping part which consists of the lower end part 26 of the both-sides reinforcement edge part 25 provided in the both lower edge edge side of the reinforcement surface part 3b which pinches | interposes the recessed part 21, the protrusion piece part 27, and the latching | locking part 28 is interposed via the main bar 1. The upper edge portions 2a and 2a are set on the upper edge portions 2a and 2a so as to sandwich and hold the upper edge portions 2a and 2a of the crossbars 2 and 2 that are linearly connected from above and below (see FIGS. 3 and 4).

然る後、補強面部3bをタッピングネジ23により両クロスバー2,2のそれぞれの上辺縁部2a,2aに取り付けるともに、仮止め状態のナット8を本締めして補強金具3の取付部3aを、ナット8と吊金具6の取付部6bとの間に定着させて、補強金具3を吊金具6と共に吊ボルト5に取り付ける。
このようにして、補強金具3を吊金具6と共に吊ボルト5に取り付けた後に、図2に示すように、斜めに配設されるブレース材7の傾斜下端側を補強金具3の補強面部3b(ブレース取付部20)に溶接またはネジ止めなどによって取り付ける(図3参照)。
なお、前記した施工手順は一例にすぎなく、これに限定されるものではない。
Thereafter, the reinforcing surface portion 3b is attached to the upper edge portions 2a and 2a of the crossbars 2 and 2 by the tapping screws 23, and the nut 8 in the temporarily fixed state is finally tightened to attach the attaching portion 3a of the reinforcing bracket 3 Then, fixing between the nut 8 and the attachment portion 6 b of the hanging bracket 6, the reinforcing bracket 3 is attached to the suspension bolt 5 together with the hanging bracket 6.
Thus, after attaching the reinforcing bracket 3 to the suspension bolt 5 together with the hanging bracket 6, as shown in FIG. 2, the inclined lower end side of the brace material 7 disposed obliquely is connected to the reinforcing surface portion 3b ( It is attached to the brace attaching part 20) by welding or screwing (see FIG. 3).
The construction procedure described above is merely an example, and the present invention is not limited to this.

このように、本実施形態の補強金具3によれば、メインバー1とクロスバー2との連結交差部において、図3に矢印Yで示す吊金具6の金具本体6aの面内(板幅)方向に対し、補強面部3bの面内(板幅)方向が直交するように、補強面部3bをメインバー1にタッピングネジ23によって取り付けることで、板材からなるが故に面内(板幅)方向に比べて耐震性が劣る吊金具6の金具本体6aの面外(板厚)方向(図3に矢印Xで示す方向)の横揺れに対する耐震性を補強面部3bによって強化することができる。   Thus, according to the reinforcing metal fitting 3 of the present embodiment, in the plane (plate width) of the metal fitting body 6a of the hanging metal fitting 6 indicated by the arrow Y in FIG. By attaching the reinforcing surface portion 3b to the main bar 1 with the tapping screw 23 so that the in-plane (plate width) direction of the reinforcing surface portion 3b is orthogonal to the direction, it is made of a plate material and thus in the in-plane (plate width) direction. The reinforcement surface portion 3b can enhance the earthquake resistance against rolling in the out-of-plane (plate thickness) direction (direction indicated by the arrow X in FIG. 3) of the metal fitting body 6a of the hanging metal fitting 6 that is inferior in earthquake resistance.

また、メインバー1とクロスバー2との連結交差部において、補強面部3bを両クロスバー2,2に取り付けることで、クロスバー2,2同士の接続状態を強化することができる。それにより、地震などの発生時の横揺れなどによってクロスバー2,2同士の接続状態が抜け外れるなどを防ぐ防止対策に有効となる。   Moreover, the connection state of crossbars 2 and 2 can be strengthened by attaching the reinforcement surface part 3b to both crossbars 2 and 2 in the connection crossing part of the main bar 1 and the crossbar 2. FIG. This is effective as a preventive measure for preventing the connection state between the crossbars 2 and 2 from coming off due to rolling or the like when an earthquake occurs.

また、ブレース材7の傾斜下端側を、補強金具3の補強面部3bに取り付けることで、ブレース材7による接続補強位置を吊金具6による天井構造枠4の挟持部位P2側に近づける(下げる)ことができる(図6の(b)参照)。つまり、メインバー1を吊持する吊金具6による天井構造枠4の挟持部位P2からブレース材7による接続補強位置までの偏心距離が短くなる。これにより、地震の発生時に吊金具6を介して天井構造枠4に作用するねじりモーメントや曲げモーメントが低減されることができる。   Further, by attaching the inclined lower end side of the brace material 7 to the reinforcing surface portion 3b of the reinforcing metal fitting 3, the connection reinforcing position by the brace material 7 is brought closer (lowered) to the holding part P2 side of the ceiling structural frame 4 by the hanging metal fitting 6. (See FIG. 6B). That is, the eccentric distance from the clamping part P2 of the ceiling structure frame 4 by the hanging metal fitting 6 that suspends the main bar 1 to the connection reinforcing position by the brace material 7 is shortened. Thereby, the torsional moment and bending moment which act on the ceiling structure frame 4 via the hanging metal fitting 6 at the time of the occurrence of an earthquake can be reduced.

[補強金具の他の使用形態の説明]
図5は、補強金具の他の使用形態(取付形態)を示す拡大斜視図である。
斯かる使用形態では、図5に示すように、メインバーを吊持する吊金具6の金具本体6aに補強金具3の補強面部3bを宛がうように、補強金具3を吊金具6と共に吊ボルト5に取り付けて、メインバー1を吊金具6と共に吊ボルト5に吊り下げ支持し得るように、そして、ブレース材7の傾斜下端側を吊金具6による天井構造枠4の挟持部位P2側に近づけて取り付けることができるようにしている。
[Description of other usages of reinforcing brackets]
FIG. 5 is an enlarged perspective view showing another usage form (attachment form) of the reinforcing metal fitting.
In such a use form, as shown in FIG. 5, the reinforcing metal fitting 3 is suspended together with the hanging metal fitting 6 so that the reinforcing surface portion 3 b of the reinforcing metal fitting 3 is applied to the metal fitting body 6 a of the hanging metal fitting 6 that holds the main bar. It is attached to the bolt 5 so that the main bar 1 can be supported by being suspended from the suspension bolt 5 together with the suspension bracket 6, and the inclined lower end side of the brace material 7 is placed on the holding part P2 side of the ceiling structure frame 4 by the suspension bracket 6. It can be installed close to.

すなわち、補強金具3の補強面部3bの面内(板幅)方向が、メインバーを吊持する吊金具6の金具本体6aの面内(板幅)方向を向くように、補強金具3の取付部3aを前記した仮止め状態のナット8と吊金具6の取付部10との間に介在セットするとともに、凹欠部21によってクロスバー2を跨いだ状態で補強面部3bをメインバー1の上辺縁部1aに沿わせるように宛がう。
これにより、補強面部3bの下端縁側に設けた両側補強縁部25の下端部26、突片部27および掛止部28からなる挟持部は、メインバー1の上辺縁部1aを上下から挟み込み保持するように上辺縁部1aにセットされるようにしている。
That is, the mounting of the reinforcing metal fitting 3 so that the in-plane (plate width) direction of the reinforcing surface portion 3b of the reinforcing metal fitting 3 faces the in-plane (plate width) direction of the metal fitting body 6a of the hanging metal fitting 6 that suspends the main bar. The part 3a is interposed between the nut 8 in the temporarily fixed state and the mounting part 10 of the hanging bracket 6, and the reinforcing surface part 3b is connected to the upper side of the main bar 1 with the recessed part 21 straddling the cross bar 2. Address along the edge 1a.
Thereby, the clamping part which consists of the lower end part 26 of the both-sides reinforcement edge part 25 provided in the lower end edge side of the reinforcement surface part 3b, the protrusion piece part 27, and the latching | locking part 28 pinches the upper edge part 1a of the main bar 1 from the upper and lower sides In this way, it is set to the upper edge 1a.

このように、補強金具3を吊金具6と共に吊ボルト5に取り付けて天井構造枠4を吊り下げ支持させるようにすることにより、図5に示すように、補強面部3bを利用してブレース材7の傾斜下端側を天井構造枠4に近づけて取り付けることが可能となり、しかも、吊金具6の金具本体6aと補強面部3bとによって板厚が増加することとなり、天井構造枠4を吊り下げ支持する強度の増強が期待できる。   In this way, by attaching the reinforcing metal fitting 3 together with the hanging metal fitting 6 to the hanging bolt 5 so as to support the ceiling structural frame 4 in a suspended manner, the brace material 7 is utilized using the reinforcing surface portion 3b as shown in FIG. Can be attached close to the ceiling structure frame 4, and the plate thickness is increased by the metal fitting body 6 a and the reinforcing surface portion 3 b of the hanging metal fitting 6, so that the ceiling structure frame 4 is supported by being suspended. An increase in strength can be expected.

[補強金具の他の実施形態の説明]
図6は、本発明に係る吊天井の補強金具の他の実施形態を示す斜視図である。
斯かる実施形態の補強金具3は、図6に示すように、前記した凹欠部21を挟む補強面部3bの両下端側に挟持部材24をそれぞれ備えている。
なお、斯かる実施形態では挟持部材24を補強面部3bに備えた以外の構成においては前記した実施形態における補強金具3の構成形態と基本的に同じことから同じ構成部分に同じ符号を付することにより重複説明は省略する。
[Description of other embodiments of reinforcing bracket]
FIG. 6 is a perspective view showing another embodiment of the reinforcing bracket for a suspended ceiling according to the present invention.
As shown in FIG. 6, the reinforcing metal fitting 3 of such an embodiment is provided with holding members 24 on both lower end sides of the reinforcing surface portion 3 b that holds the above-described recessed portion 21.
In such an embodiment, in the configuration other than the sandwiching member 24 provided on the reinforcing surface portion 3b, the same reference numerals are given to the same components because the configuration is basically the same as the configuration of the reinforcing metal fitting 3 in the above-described embodiment. Therefore, redundant explanation is omitted.

≪挟持部材の説明≫
挟持部材24は、補強面部3bの前記した下端部26と掛止部28とによってクロスバー2またはメインバー1の上辺縁部2a,1aを挟み込むように支持するものであり、図6に示すように、凹欠部21を挟む補強面部3bの両下端側にネジ31によって備えられるように形成されるとともに、掛止部30を備えている。
≪Description of clamping members≫
The clamping member 24 supports the upper side edge portions 2a and 1a of the cross bar 2 or the main bar 1 by the lower end portion 26 and the latching portion 28 of the reinforcing surface portion 3b, as shown in FIG. In addition, it is formed so as to be provided with screws 31 at both lower ends of the reinforcing surface part 3b sandwiching the recessed part 21, and a latching part 30 is provided.

挟持部材24は、図6に示すように、板材を用いた折り曲げ加工によって、補強面部3bの補強縁部25の折り曲げ高さに相当する程度の高さ(幅)で、かつ、補強縁部25と突片部27との間にセットされる程度の大きさを有する下面開口のほぼ箱形状に形成されている。そして、開口する下面垂下縁に掛止部30を折り曲げ備えることによって、補強面部3bの掛止部28とによりクロスバー2またはメインバー1の上辺縁部2a,1aを挟み込み保持するようにしている。
つまり、挟持部材24は、前記した吊金具6の金具本体6aと挟持部材6bとの枠挟み部11,12によるクロスバー2またはメインバー1の上辺縁部2a,1aの挟み込み吊持と同様に上辺縁部2a,1aを挟み込み保持するように補強面部3bに備えられる用に形成されている。
As shown in FIG. 6, the clamping member 24 has a height (width) corresponding to the bending height of the reinforcing edge portion 25 of the reinforcing surface portion 3 b by bending using a plate material, and the reinforcing edge portion 25. Are formed in a substantially box shape with an opening on the lower surface having a size enough to be set between the protrusion 27 and the protrusion 27. Then, the latching portion 30 is bent and provided at the lower surface of the lower surface, so that the upper side edge portions 2a and 1a of the cross bar 2 or the main bar 1 are sandwiched and held by the latching portion 28 of the reinforcing surface portion 3b. .
That is, the clamping member 24 is similar to the above-described sandwiching and suspending of the upper edge portions 2a and 1a of the cross bar 2 or the main bar 1 by the frame sandwiching portions 11 and 12 between the metal fitting body 6a and the clamping member 6b of the hanging metal fitting 6. It is formed to be provided on the reinforcing surface portion 3b so as to sandwich and hold the upper edge portions 2a and 1a.

また、挟持部材24には図6に示すように、補強面部3bに設けられているボルト挿通孔22と同軸芯上に対向させたボルト挿通孔22が開口されており、必要に応じてクロスバー2およびメインバー1の上辺縁部2a,1aに、前記したタッピングネジ23によって補強面部3bとともに取り付け連結されるようにしている。   Further, as shown in FIG. 6, the clamping member 24 is provided with a bolt insertion hole 22 opposed to the bolt insertion hole 22 provided on the reinforcing surface portion 3b on the same axis as the cross bar. 2 and the upper edge portions 2a and 1a of the main bar 1 are attached and connected together with the reinforcing surface portion 3b by the tapping screw 23 described above.

このように、挟持部材24を備えた本実施形態の補強金具3によれば、補強面部3bの下端縁側をクロスバー2およびメインバー1の上辺縁部2a,1aにより一層強靭に取り付けることができる。つまり、吊金具6によるクロスバー2またはメインバー1の上辺縁部2a,1aの挟み込み吊持と同様の吊持作用によって補強金具3をクロスバー2またはメインバー1に取付支持させることができる。   Thus, according to the reinforcing metal fitting 3 of this embodiment provided with the clamping member 24, the lower end edge side of the reinforcing surface portion 3b can be attached more firmly by the upper side edge portions 2a and 1a of the cross bar 2 and the main bar 1. . That is, the reinforcing metal fitting 3 can be attached to and supported by the cross bar 2 or the main bar 1 by the same holding action as the holding of the cross bar 2 or the upper edge 2a, 1a of the main bar 1 by the hanging metal fitting 6.

なお、本発明の実施形態の具体的な構成は、前記した実施形態に限られるものではなく、請求項1〜請求項6に記載の本発明の要旨を逸脱しない範囲の設計において変更などがあっても本発明に含まれるものである。
例えば、補強金具3の水平な取付部3aの板幅を、垂直な補強面部3bの板幅と同じ幅に形成して、取付部3a、補強面部3bを含む補強金具3の全体形状を四角形状(矩形状)とするなど任意である。
また、補強面部3bを平面視がほぼ十字形に形成して、メインバー1とクロスバー2との連結交差部において、メインバー1とクロスバー2とを共に吊ボルト5に対し、繋ぎ支持させるように補強金具を構成するもよく、任意である。
The specific configuration of the embodiment of the present invention is not limited to the above-described embodiment, and there is a change in the design within the scope of the present invention described in claims 1 to 6 without departing from the gist of the present invention. However, it is included in the present invention.
For example, the plate width of the horizontal mounting portion 3a of the reinforcing bracket 3 is formed to be the same width as the plate width of the vertical reinforcing surface portion 3b, and the overall shape of the reinforcing bracket 3 including the mounting portion 3a and the reinforcing surface portion 3b is rectangular. (Rectangular shape) is arbitrary.
Further, the reinforcing surface portion 3b is formed in a substantially cross shape in plan view, and the main bar 1 and the cross bar 2 are both connected to and supported by the suspension bolt 5 at the connecting intersection of the main bar 1 and the cross bar 2. The reinforcing metal fitting may be configured as described above, and is optional.

また、吊金具6を構成する金具本体6aを、丸形や多角形を含む角形などのパイプ材や棒材を用いて形成するもよい。   Moreover, you may form the metal fitting main body 6a which comprises the hanging metal fitting 6 using pipe materials and bar materials, such as a square shape including a round shape and a polygon.

また、天井構造枠4を枠組みする天井下地材としては、メインバー1とクロスバー2に限定されるものではなく、チャンネル材などからなる野縁や野縁受けなどを挙げることができる。この場合、補強金具3の補強面部3bを、野縁受けまたは野縁に沿わせて取り付けることができるように、補強面部3bを形成することが好適なものとなる。また、この場合に使用される吊金具としては、帯状の板材を折り曲げることによって形成される金具本体と、ボルト挿通孔を有する取付部を上端側に備える前記金具本体の下端側途中部位から上方に向けてほぼU字状に折り返すように折り曲げることによって一体に形成される挟持片部と、でほぼフック形状に構成されている。   Further, the ceiling base material for framing the ceiling structural frame 4 is not limited to the main bar 1 and the cross bar 2 and can include a field edge or a field edge receiver made of a channel material or the like. In this case, it is preferable to form the reinforcing surface portion 3b so that the reinforcing surface portion 3b of the reinforcing metal fitting 3 can be attached along the field edge receiver or the field edge. Moreover, as a hanging metal fitting used in this case, a metal fitting body formed by bending a band-shaped plate material and an attachment portion having a bolt insertion hole on the upper end side upward from an intermediate portion on the lower end side of the metal fitting main body. The sandwiching piece portion is integrally formed by folding it so as to be folded back in a substantially U shape.

また、補強金具3を後付けによって取り付ける場合、図8に示すように、吊ボルト5に既にブレース材7の傾斜下端側が取り付けられている既設のシステム天井に対して、吊金具6の金具本体6aに補強面部3bを直交させるように補強金具3を取り付けるようにするもよい。これにより、吊金具6の面外(板厚)方向の剛性を強化して、地震などによる揺れを抑えることができる。   Further, when the reinforcing metal fitting 3 is attached by retrofitting, as shown in FIG. 8, the metal fitting body 6a of the hanging metal fitting 6 is attached to the existing system ceiling in which the inclined lower end side of the brace material 7 is already attached to the hanging bolt 5. The reinforcing metal fitting 3 may be attached so that the reinforcing surface portions 3b are orthogonal to each other. Thereby, the rigidity of the out-of-plane (plate thickness) direction of the hanging bracket 6 can be strengthened, and shaking due to an earthquake or the like can be suppressed.

本発明に係るシステム天井の補強金具の実施形態を示す斜視図である。It is a perspective view which shows embodiment of the reinforcement metal fitting of the system ceiling which concerns on this invention. 補強金具を用いたシステム天井の補強状態を示す斜視図である。It is a perspective view which shows the reinforcement state of the system ceiling using a reinforcement metal fitting. 図2の一部(要部)を示す拡大斜視図である。FIG. 3 is an enlarged perspective view showing a part (main part) of FIG. 2. 図3における縦断面図である。It is a longitudinal cross-sectional view in FIG. 本発明に係るシステム天井の補強金具の他の使用形態を示す拡大斜視図である。It is an expansion perspective view which shows the other usage pattern of the reinforcement metal fitting of the system ceiling which concerns on this invention. 本発明に係るシステム天井の補強金具の他の実施形態を示す拡大斜視図である。It is an expansion perspective view which shows other embodiment of the reinforcement metal fittings of the system ceiling which concerns on this invention. 吊金具の一般的な実施形態を示し、(a)は、金具本体と挟持部材とを分離した状態の斜視図であり、(b)は、吊金具を吊ボルトに取り付けた状態を示す正面図である。A general embodiment of a hanging metal fitting is shown, (a) is a perspective view of a state in which the metal fitting main body and the clamping member are separated, and (b) is a front view showing a state in which the hanging metal fitting is attached to a hanging bolt. It is. 従来にシステム天井おけるブレース材による補強状態を示す拡大斜視図である。It is an expansion perspective view which shows the reinforcement state by the brace material in a system ceiling conventionally. システム天井の天井構造枠を枠組み構成するメインバーとクロスバーとの組み付け状態を示す斜視図であり、(a)はクロスバーを組み付ける前の状態を示す、(b)はメインバーを介してクロスバー同士を直線状に連結組み付けた状態を示す。It is a perspective view which shows the assembly | attachment state of the main bar and cross bar which comprise the ceiling structural frame of a system ceiling, (a) shows the state before attaching a cross bar, (b) is crossed via a main bar. The bar is connected and assembled in a straight line.

符号の説明Explanation of symbols

1 メインバー(天井下地材)
2 クロスバー(天井下地材)
1a,2a 上辺縁部
3 補強金具
3a 取付部
3b 補強面部
4 天井構造枠
5 吊ボルト
6 吊金具
6a 金具本体
6b 挟持部材
7 ブレース材
8 ナット
11,12 枠挟み部
19 ボルト挿通部
20 ブレース取付部
21 凹欠部
26 下端部(挟持部)
27 突片部(挟持部)
28 掛止部(挟持部)
30 掛止部(挟持部)
1 Main bar (ceiling base material)
2 Crossbar (ceiling base material)
DESCRIPTION OF SYMBOLS 1a, 2a Upper edge part 3 Reinforcement metal fitting 3a Attachment part 3b Reinforcement surface part 4 Ceiling structure frame 5 Suspension bolt 6 Suspension metal fitting 6a Metal fitting body 6b Holding member 7 Brace material 8 Nut 11, 12 Frame clamping part 19 Bolt insertion part 20 Brace attachment part 21 recessed part 26 lower end part (clamping part)
27 Projection piece (clamping part)
28 Latching part (clamping part)
30 latching part (clamping part)

Claims (6)

天井下地材によって枠組みされる天井構造枠を、要所に配置される吊ボルトに、吊金具を介して吊り下げ支持させることにより構築される吊天井に用いられる補強金具であって、
前記吊ボルトから前記天井下地材に至る範囲で形成されて、前記天井下地材に沿わされるように宛がわれて取り付けられる補強面部を備え
前記補強面部は、下端縁側における縁方向中央部位に、下方に向けて開口させた凹欠部を備えて、前記天井構造枠を枠組みするメインバーとクロスバーとの連結交差部において、前記メインバーを介して直線状に接続される両クロスバーに、前記メインバーを跨いだ状態で宛がわれるように形成されていることを特徴とする吊天井の補強金具。
A reinforcing bracket used for a suspended ceiling constructed by hanging and supporting a ceiling structural frame that is framed by a ceiling base material on a hanging bolt arranged at a key point via a hanging bracket,
Is formed in a range extending to the hanging bolt or al the ceiling base member includes a reinforcing surface portion destined is attached to crack as along the ceiling base member,
The reinforcing surface portion includes a recessed portion opened downward at a central portion in the edge direction on the lower end edge side, and the main bar is connected to the main bar and the cross bar that frame the ceiling structure frame. The suspended ceiling reinforcing bracket is formed so as to be addressed in a state of straddling the main bar to both crossbars connected in a straight line via the cable .
天井下地材によって枠組みされる天井構造枠を、要所に配置される吊ボルトに、吊金具を介して吊り下げ支持させることにより構築される吊天井に用いられる補強金具であって、
前記吊金具に宛がわれるとともに、前記天井下地材に沿わされるように宛がわれて取り付けられる補強面部を備え、
前記補強面部は、下端縁側における縁方向中央部位に、下方に向けて開口させた凹欠部を備えて、前記天井構造枠を枠組みするメインバーとクロスバーとの連結交差部において、前記メインバーを介して直線状に接続される両クロスバーの一方を跨いだ状態で、前記メインバーに宛がわれるように形成されていることを特徴とする吊天井の補強金具。
A reinforcing bracket used for a suspended ceiling constructed by hanging and supporting a ceiling structural frame that is framed by a ceiling base material on a hanging bolt arranged at a key point via a hanging bracket,
Along with the hanging bracket and a reinforcing surface portion attached and attached so as to be along the ceiling base material,
The reinforcing surface portion includes a recessed portion opened downward at a central portion in the edge direction on the lower end edge side, and the main bar is connected to the main bar and the cross bar that frame the ceiling structure frame. A suspended bracket reinforcing bracket, wherein the bracket is formed so as to be addressed to the main bar in a state of straddling one of the crossbars that are linearly connected via each other .
前記補強面部が、前記天井下地材に取り付けられる下端縁側に至る範囲で幅広状に形成されていることを特徴とする請求項1又は請求項2に記載の吊天井の補強金具。 The reinforcement bracket for a suspended ceiling according to claim 1 or 2, wherein the reinforcing surface portion is formed in a wide shape in a range reaching a lower end edge side attached to the ceiling base material. 前記補強面部は、前記クロスバーの上辺縁部を挟み込むように保持する挟持部を備えていることを特徴とする請求項1から請求項3のいずれか1項に記載の吊天井の補強金具。 The said reinforcement surface part is provided with the clamping part hold | maintained so that the upper edge part of the said cross bar may be inserted | pinched, The reinforcement metal fitting of the suspended ceiling of any one of Claim 1 to 3 characterized by the above-mentioned. 前記補強面部は、前記吊ボルトの間に斜めに取り付けられるブレース材の傾斜下端側を取り付けるブレース取付部を兼ねることを特徴とする請求項1から請求項4のいずれか1項に記載の吊天井の補強金具。 The suspended ceiling according to any one of claims 1 to 4, wherein the reinforcing surface portion also serves as a brace attachment portion for attaching an inclined lower end side of a brace material attached obliquely between the suspension bolts. Reinforcing metal fittings. 前記補強面部の上端に、前記吊ボルトに取り付けられる取付部をさらに備えることを特徴とする請求項1から請求項のいずれか1項に記載の吊天井の補強金具。 The suspension bracket reinforcement bracket according to any one of claims 1 to 5 , further comprising an attachment portion attached to the suspension bolt at an upper end of the reinforcement surface portion.
JP2005262031A 2005-09-09 2005-09-09 Reinforcement bracket for suspended ceiling Active JP4806239B2 (en)

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JP4741946B2 (en) * 2005-12-27 2011-08-10 共栄製作所株式会社 Reinforced building material connecting device such as braces that are attached between supporting building materials such as suspension bolts
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JP2008255735A (en) * 2007-04-09 2008-10-23 Tokyu Construction Co Ltd Ceiling fall prevention structure and method of preventing ceiling from falling
JP5078493B2 (en) * 2007-08-02 2012-11-21 株式会社日東紡マテリアル Reinforcing bracket for ceiling and suspended ceiling using the same
JP2009041338A (en) * 2007-08-10 2009-02-26 Sanyuu:Kk Fixing device
JP4963484B2 (en) * 2008-03-31 2012-06-27 東急建設株式会社 Seismic reinforcement brackets and mounting methods
JP5421789B2 (en) * 2010-01-05 2014-02-19 株式会社桐井製作所 Ceiling brace mounting bracket
JP6057371B2 (en) * 2013-03-12 2017-01-11 大成建設株式会社 Seismic reinforcement
JP6125925B2 (en) * 2013-06-25 2017-05-10 株式会社桐井製作所 Ceiling structure and brace lower fixture
JP2015068052A (en) * 2013-09-30 2015-04-13 清水建設株式会社 Suspended ceiling structure
JP2017122488A (en) * 2016-01-08 2017-07-13 株式会社Ihi Double shell tank
JP2018178708A (en) * 2018-07-19 2018-11-15 清水建設株式会社 Suspended ceiling structure

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