JP2007239441A - Earthquake-resistant construction of hung ceiling - Google Patents

Earthquake-resistant construction of hung ceiling Download PDF

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JP2007239441A
JP2007239441A JP2007025598A JP2007025598A JP2007239441A JP 2007239441 A JP2007239441 A JP 2007239441A JP 2007025598 A JP2007025598 A JP 2007025598A JP 2007025598 A JP2007025598 A JP 2007025598A JP 2007239441 A JP2007239441 A JP 2007239441A
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ceiling
field
field edge
fixed
brace
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JP4846612B2 (en
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Tatsuya Kotake
達也 小竹
Masaharu Takayama
正春 高山
Yuichi Kimura
雄一 木村
Shinsuke Kuramoto
真介 倉本
Shiro Shimizu
四郎 清水
Haruo Sasaki
晴夫 佐々木
Fumihiko Hara
史彦 原
Tatsuhiro Ranki
龍大 欄木
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Taisei Corp
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Taisei Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide the earthquake-resistant structure of a hung ceiling capable of mounting a brace as an earthquake-resistant reinforcing member at a desired place regardless of the place of a hanging member and capable of effectively suppressing the shakings of a ceiling in the case of an earthquake. <P>SOLUTION: In the hung ceiling, ceiling battens 13 are joined at the upper end sections of cradlings 11a and 11b for the ceiling 10 in the crossed direction, and the hanging members 15 connecting upper end sections to an upper structure 16 are connected, hung down and supported to the cradling receivers. In the hung ceiling, first V-shaped braces 19 as pairs by two materials of compression members and tension members fixing lower end sections to the cradlings 11a and upper end sections to the upper structure 16 are mounted in the extending direction of the cradlings. In the hung ceiling, crossed cradlings 22 unified with a ceiling panel in the direction crossed with the cradlings are fitted at desired places among the cradlings. In the hung ceiling, second V-shaped braces 25 as pairs by two materials of the compression members and the tension members fixing the lower end sections to the crossed cradlings 22 while fixings the upper end sections to the upper structure 16 are mounted in the direction crossed with the extending direction of the cradlings. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、一般的な事務所等の天井として用いられる、上部構造から吊下げ部材を介して吊り下げ支持された吊り天井の耐震構造に関するものである。   The present invention relates to a seismic structure for a suspended ceiling that is used as a ceiling of a general office or the like and is suspended and supported from an upper structure via a suspension member.

従来より、この種の吊り天井として、図7に示すように、断面C字状の溝形鋼からなる複数本の野縁1を互いに平行に配設し、これら野縁1の下面に天井パネル2を取り付けることにより一体化された天井3を形成し、この天井3における野縁1上に、当該野縁1と直交する方向に複数本の野縁受け4を互いに平行に配設して接合するとともに、これら野縁受け4に、上端部5aが上階のスラブ等の上部構造6に連結された吊りボルト5の下端部5bを連結することにより天井3を吊り下げ支持した振り子型吊設構造の吊り天井が知られている。   Conventionally, as this type of suspended ceiling, as shown in FIG. 7, a plurality of field edges 1 made of channel steel having a C-shaped cross section are arranged in parallel to each other, and a ceiling panel is formed on the lower surface of these field edges 1. 2 is formed, and an integrated ceiling 3 is formed. A plurality of field receivers 4 are arranged in parallel to each other in a direction orthogonal to the field edge 1 and joined to the field edge 1 on the ceiling 3. At the same time, a pendulum type suspension in which the ceiling 3 is suspended and supported by connecting the lower end portion 5b of the suspension bolt 5 having the upper end portion 5a connected to the upper structure 6 such as a slab on the upper floor to the field receivers 4. Suspended ceiling with structure is known.

ところで、上記吊り天井は、一般の天井構造と比較して上部構造6から天井3までの吊り長さが大きくなるために、何等かの耐震手段を講じる必要がある。   By the way, since the suspended length from the upper structure 6 to the ceiling 3 becomes large compared with a general ceiling structure, it is necessary to take some seismic measures.

そこで、例えば、下記特許文献1においては、上部構造6から吊りボルト5により吊持し一定の間隔をあけて並設した野縁受け4と、この野縁受け4に対し直角方向に一定の間隔をあけて配設した野縁1とでほぼ格子状の天井下地を形成し、かつ吊りボルト5と野縁受け4との間に補強ブレース7を取り付けた吊り天井が提案されている。そして、この吊り天井においては、補強ブレース7の一方の端部に切り欠きを設け、この切り欠きを吊りボルト5のねじに係止するとともに、他方の端部にも切り欠きを設け、この切り欠きを野縁受け4に係止し、さらにその他方の端部と野縁受け4に固定金具を嵌め、ボルトをねじ込んで固定した構造が採用されている。   Therefore, for example, in Patent Document 1 below, a field receiver 4 that is suspended from the upper structure 6 by a suspension bolt 5 and arranged in parallel at a certain interval, and a certain distance in a direction perpendicular to the field receiver 4. There has been proposed a suspended ceiling in which a substantially lattice-like ceiling base is formed with the field edge 1 disposed with a gap and a reinforcing brace 7 is attached between the suspension bolt 5 and the field edge receiver 4. In the suspended ceiling, a cutout is provided at one end of the reinforcing brace 7, and the cutout is locked to the screw of the suspension bolt 5 and a cutout is provided at the other end. A structure is employed in which the notch is locked to the edge receiver 4 and a fixing bracket is fitted to the other end and the edge receiver 4 and a bolt is screwed in.

ところで、上記従来の吊り天井の耐震構造にあっては、中小の地震時には補強ブレース7によって、天井に作用する水平力に抵抗することが可能になるものの、当該補強ブレース7が吊りボルト5と野縁受け4との間に設けられているために、大地震時には吊りボルト5および天井自体に大きな揺動が生じてしまう結果、所望の耐震効果を得ることができないという問題点があった。   By the way, in the conventional earthquake-resistant structure of the suspended ceiling, although it is possible to resist the horizontal force acting on the ceiling by the reinforcing brace 7 at the time of a small and medium earthquake, the reinforcing brace 7 is connected to the suspension bolt 5 and the field. Since it is provided between the edge holder 4 and the suspension bolt 5 and the ceiling itself in a large earthquake, there is a problem that a desired earthquake resistance effect cannot be obtained.

しかも、上記補強部材7の取り付け位置が、吊りボルト5と野縁受け4の配置箇所に限定されるために、所望の位置に設けることが難しいという問題点もあった。
加えて、上記吊りボルト5や天井における大きな変位動によって、補強ブレース7の端部と吊りボルト5や野縁受け4との接合部分や吊りボルト5の上端部5aが外れたり、あるいは野縁受け4と野縁1との接合部との連結が破損したりして、上記天井が振り子のように揺れることにより、周囲の壁面等に衝突し、さらには上記天井が落下して大きな被害を生じるおそれもあった。
特開平6−346547号公報
In addition, since the attachment position of the reinforcing member 7 is limited to the place where the suspension bolt 5 and the field edge receiver 4 are disposed, there is a problem that it is difficult to provide the reinforcement member 7 at a desired position.
In addition, the joint portion of the end portion of the reinforcing brace 7 and the suspension bolt 5 or the field edge receiver 4 or the upper end portion 5a of the suspension bolt 5 may be detached or the field edge receiver due to a large displacement movement in the suspension bolt 5 or the ceiling. The connection between the joint 4 and the field edge 1 is broken, and the ceiling shakes like a pendulum, so that it collides with a surrounding wall surface and the like, and the ceiling falls and causes great damage. There was also a fear.
JP-A-6-346547

本発明は、かかる事情に鑑みてなされたもので、吊下げ部材の位置に拘わらず、所望の位置に耐震補強部材となるブレースを設けることができ、かつ当該ブレースを上部構造と天井パネルが取り付けられた野縁との間に直接介装することによって、効果的に地震時における天井の振れ幅を許容値以下に抑えることができる吊り天井の耐震構造を提供することを課題とするものである。   The present invention has been made in view of such circumstances, and a brace serving as an earthquake-proof reinforcing member can be provided at a desired position regardless of the position of the suspension member, and the upper structure and the ceiling panel are attached to the brace. It is an object of the present invention to provide a seismic structure for a suspended ceiling that can effectively suppress the swing width of the ceiling at the time of an earthquake to a permissible value or less by interposing it directly between the field edge. .

上記課題を解決するために、請求項1に記載の発明は、平行に配設された複数本の野縁の下面に天井パネルを取り付けた天井の上記野縁の上端部に、当該野縁と交差する方向に複数本の野縁受けを接合し、上記野縁受けに、上端部が上部構造に連結された吊り下げ部材の下端部を直接または連結板を介して連結することにより上記天井を吊り下げ支持した吊り天井において、上記野縁の延在方向に、下端部が当該野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第1のV型ブレースを設け、かつ上記野縁間の所望位置に、上記野縁と交差する方向に上記天井パネルと一体化されたクロス野縁を設け、上記野縁の延在方向と交差する方向に、下端部が上記クロス野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第2のV型ブレースを設けたことを特徴とするものである。   In order to solve the above-mentioned problem, the invention according to claim 1 is characterized in that the upper edge of the ceiling of the ceiling in which a ceiling panel is attached to the lower surface of a plurality of field edges arranged in parallel, A plurality of field receivers are joined in the intersecting direction, and the ceiling is connected to the field receiver by connecting the lower end of a suspension member whose upper end is connected to the upper structure directly or via a connecting plate. In the suspended ceiling supported by suspension, in the extending direction of the field edge, a compression material and a tension material whose lower end portion is fixed to the field edge directly or via a connecting plate and whose upper end portion is fixed to the upper structure. A first V-shaped brace that is paired with two materials, and a cross field edge integrated with the ceiling panel in a direction intersecting the field edge at a desired position between the field edges, In the direction intersecting the extending direction of the field edge, the lower edge is the cross field A second V-shaped brace is provided that is paired with two members of a compression member and a tension member that are fixed directly or via a connecting plate and whose upper end is fixed to the superstructure. It is.

また、請求項2に記載の発明は、平行に配設された複数本の野縁の下面に天井パネルを取り付けた天井の上記野縁の上端部に、当該野縁と交差する方向に複数本の野縁受けを接合し、上記野縁受けに、上端部が上部構造に連結された吊り下げ部材の下端部を直接または連結板を介して連結することにより上記天井を吊り下げ支持した吊り天井において、上記野縁の延在方向に、下端部が当該野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第1のV型ブレースを設け、かつ上記野縁間の所望位置に、上記野縁と一体化された金属板を設け、上記野縁と交差する方向に上記金属板と一体化されたクロス野縁を設け、上記野縁の延在方向と交差する方向に、下端部が上記クロス野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第2のV型ブレースを設けたことを特徴とするものである。   Further, in the invention according to claim 2, a plurality of lines are formed in a direction intersecting the field edge at an upper end portion of the field edge of the ceiling in which a ceiling panel is attached to the lower surface of the plurality of field edges arranged in parallel. A suspended ceiling in which the ceiling is suspended and supported by connecting the lower edge of a suspension member whose upper end is coupled to the upper structure directly or via a coupling plate. In the extending direction of the field edge, the lower end is fixed to the field edge directly or via a connecting plate, and the upper end is fixed to the upper structure with two members of compression material and tension material. A pair of first V-shaped braces are provided, and a metal plate integrated with the field edge is provided at a desired position between the field edges, and is integrated with the metal plate in a direction crossing the field edge. A cross edge is provided, and the lower end is in the direction crossing the extending direction of the field edge. A second V-shaped brace that is fixed to the cross field edge directly or via a connecting plate and whose upper end is fixed to the above-described upper structure and that is a pair of two materials of a compression material and a tension material is provided. It is a feature.

また、請求項3に記載の発明は、平行に配設された複数本の野縁の下面に天井パネルを取り付けた天井の上記野縁の上端部に、当該野縁と交差する方向に複数本の野縁受けを接合し、上記野縁受けに、上端部が上部構造に連結された吊り下げ部材の下端部を直接または連結板を介して連結することにより上記天井を吊り下げ支持した吊り天井において、上記野縁の延在方向に、下端部が当該野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第1のV型ブレースを設け、かつ上記野縁の所望位置に、上記野縁と交差する方向に配設されて複数本の上記野縁と接合されたブレース取付専用のブレース用野縁受けを上記野縁受けと別体に設け、上記野縁の延在方向と交差する方向に、下端部が上記ブレース用野縁受けに直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第2のV型ブレースを設けたことを特徴とするものである。   According to a third aspect of the present invention, a plurality of parallel strips are provided in a direction intersecting the field edge at the upper end of the field edge of the ceiling in which a ceiling panel is attached to the lower surface of the plurality of field edges arranged in parallel. A suspended ceiling in which the ceiling is suspended and supported by connecting the lower edge of a suspension member whose upper end is coupled to the upper structure directly or via a coupling plate. In the extending direction of the field edge, the lower end is fixed to the field edge directly or via a connecting plate, and the upper end is fixed to the upper structure with two members of compression material and tension material. A brace field dedicated to brace installation provided with a pair of first V-shaped braces and disposed at a desired position of the field edge in a direction intersecting the field edge and joined to the plurality of field edges. The edge receiver is provided separately from the field edge receiver and intersects the extension direction of the field edge. The lower end portion is fixed to the brace edge holder directly or via a connecting plate, and the upper end portion is paired with two members of a compression material and a tension material fixed to the upper structure. 2 V-type braces are provided.

また、請求項4に記載の発明は、平行に配設された複数本の野縁の下面に天井パネルを取り付けた天井の上記野縁の上端部に、当該野縁と交差する方向に複数本の野縁受けを接合し、上記野縁受けに、上端部が上部構造に連結された吊り下げ部材の下端部を直接または連結板を介して連結することにより上記天井を吊り下げ支持した吊り天井において、上記野縁間の所望位置に、上記天井パネルまたは上記野縁と一体化された金属板を設け、任意の方向に下端部が上記金属板に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第1のV型ブレースを設け、かつ上記第1のV型ブレースと交差する方向に、下端部が上記金属板または当該金属板とは別体に設けた上記金属板に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第2のV型ブレースを設けたことを特徴とするものである。   According to a fourth aspect of the present invention, there is provided a plurality of pieces in a direction intersecting the field edge at an upper end portion of the field edge of the ceiling in which a ceiling panel is attached to a lower surface of the plurality of field edges arranged in parallel. A suspended ceiling in which the ceiling is suspended and supported by connecting the lower edge of a suspension member whose upper end is coupled to the upper structure directly or via a coupling plate. The metal plate integrated with the ceiling panel or the field edge is provided at a desired position between the field edges, and the lower end portion is fixed to the metal plate directly or via a connecting plate in an arbitrary direction. A first V-shaped brace is provided in which the upper end is a pair of a compression material and a tension material fixed to the upper structure, and the lower end is in a direction intersecting the first V-shaped brace. The metal plate provided separately from the metal plate or the metal plate A second V-shaped brace is provided that is paired with two members of a compression member and a tension member that are fixed directly or via a connecting plate and whose upper end is fixed to the superstructure. It is.

さらに、請求項5に記載の発明は、請求項1〜4のいずれかに記載の発明において、上記第1のV型ブレースおよび第2のV型ブレースが、大地震時に弾性変形によって水平抵抗要素として機能する強度を有することを特徴とするものである。   Furthermore, the invention according to claim 5 is the invention according to any one of claims 1 to 4, wherein the first V-type brace and the second V-type brace are subjected to horizontal deformation by elastic deformation during a large earthquake. It has the intensity | strength which functions as.

請求項1〜5のいずれかに記載の発明によれば、野縁に天井パネルを取り付けた天井の野縁上端部に、これと交差する野縁受けを接合し、上部構造から吊設した吊り下げ部材の下端部を上記野縁受けに連結して上記天井を吊り下げ支持した構造の吊り天井に対して、上記野縁の延在方向については、上記野縁と上部構造との間に第1のV型ブレースを設け、上記野縁の延在方向と交差する方向については、補強すべき所望位置の野縁間に上記天井パネルと直接または間接的に一体化されたクロス野縁または専用のブレース用野縁受けを設けて、当該クロス野縁またはブレース用野縁受けと上部構造との間に第2のV型ブレースを設けているために、大地震時においても、上記第1および第2のV型ブレースによって直接天井を拘束して、当該天井に作用する水平力に抗することができるために、高い耐震効果を得ることができる。   According to the invention according to any one of claims 1 to 5, a suspension is formed by joining a field edge receiver intersecting with a field edge upper end of a ceiling having a ceiling panel attached to the field edge and suspending it from an upper structure. With respect to the suspended ceiling having a structure in which the lower end portion of the lowering member is connected to the field edge receiver and supported by hanging the ceiling, the extending direction of the field edge is between the field edge and the upper structure. For the direction intersecting with the extending direction of the above-mentioned field edge by providing one V-shaped brace, a cloth field edge or a dedicated area integrated directly or indirectly with the above-mentioned ceiling panel between the field edges of the desired position to be reinforced Since the second V-shaped brace is provided between the cross field edge or the brace field edge receiver and the upper structure, the first and second brace field edge receivers are provided. Restrain the ceiling directly with the second V-shaped brace, In order to be able to resist the horizontal force acting on the well, it is possible to obtain a high seismic effects.

しかも、これら第1および第2のV型ブレースは、互いに交差する方向の所望位置に配置することができるために、上記天井の平面内において如何なる方向に作用する水平力に対しても、効果的に抵抗することができる。   In addition, since the first and second V-shaped braces can be arranged at desired positions in the direction crossing each other, they are effective against horizontal force acting in any direction within the plane of the ceiling. Can resist.

ちなみに、上記第1および第2のV型ブレースとしては、圧縮材と引張材との2材で1対を形成する限りにおいて、地震時に天井に作用する水平力に抗し得る構成のもので有れば、V字状や、鉛直材と斜材とからなるレ字状等の各種構成のものを適用することができる。特に、上記第1および第2のV型ブレースをV字状に設ければ、最小の部材数によって、圧縮および引張により上記水平力に抗することができ、よって施工が容易であるとともに、経済性にも優れる。   Incidentally, the first and second V-type braces are of a configuration that can resist the horizontal force acting on the ceiling in the event of an earthquake, as long as a pair is formed of two members of a compression material and a tension material. In this case, various configurations such as a V shape and a letter shape formed of a vertical material and a diagonal material can be applied. In particular, if the first and second V-shaped braces are provided in a V-shape, the horizontal force can be resisted by compression and tension with the minimum number of members, so that construction is easy and economical. Excellent in properties.

また、本発明によれば、第1および第2のV型ブレースを、耐震効果が得られる所望の位置に配置することができるために、上記吊り下げ部材が配置されていない位置に設ければ、その施工性が向上し、かつ天井内の設備機器や設備配管等を避けた位置に設置することができるといった効果も得られる。   Further, according to the present invention, since the first and second V-shaped braces can be disposed at desired positions where the seismic effect can be obtained, if the suspension members are not disposed, The workability is improved, and an effect is also obtained that it can be installed at a position avoiding equipment and equipment piping in the ceiling.

さらに、請求項2に記載の発明によれば、クロス野縁と金属板とをビスによって固定するとともに、上記金属板と野縁とをビスによって固定することもでき、よってクロス野縁に天井パネルをビス留めする必要がなく、また室内側からクロス野縁を止めるビスが見えないという利点がある。   Furthermore, according to the second aspect of the present invention, the cross field edge and the metal plate can be fixed with screws, and the metal plate and the field edge can be fixed with screws. There is an advantage that a screw for stopping the cross edge is not visible from the indoor side.

(第1の実施形態)
図1〜図3は、本発明に係る吊り天井の耐震構造の第1の実施形態を示すもので、図中符号10が天井である。
この天井10は、互いに間隔をおいて配設された野縁11a、11bに複数枚に分割された天井パネル12が取り付けられて一体化されることにより、全体として天井面を構成するものである。
(First embodiment)
1 to 3 show a first embodiment of a suspended ceiling earthquake-resistant structure according to the present invention, and reference numeral 10 in the figure denotes a ceiling.
The ceiling 10 constitutes a ceiling surface as a whole by attaching and integrating a plurality of divided ceiling panels 12 to field edges 11a and 11b arranged at intervals. .

ここで、野縁11a、11bは、いずれも断面C字状の溝形鋼からなるもので、各々の開口を上方に向けるとともに、下面に天井パネル12がビス留めによって取り付けられている。   Here, the field edges 11a and 11b are both made of channel steel having a C-shaped cross section, and each ceiling is directed upward, and the ceiling panel 12 is attached to the lower surface by screwing.

そして、これら野縁11a、11b上に、これら野縁11a、11bと直交する方向に複数本の野縁受け13が接合されている。そして、これら野縁受け13の側面には、長手方向に間隔をおいてハンガー14が接合され、このハンガー14に吊りボルト(吊り下げ部材)15の下端部が連結されている。   A plurality of field receivers 13 are joined on these field edges 11a and 11b in a direction perpendicular to these field edges 11a and 11b. And the hanger 14 is joined to the side surface of these field edge receptacles 13 at intervals in the longitudinal direction, and the lower end of a suspension bolt (suspending member) 15 is connected to the hanger 14.

この吊りボルト15の上端部は、上部構造16の下面に連結されている。これにより、天井10は、吊りボルト15、ハンガー14および野縁受け13を介して、上部構造16に吊り下げ支持されている。   The upper end portion of the suspension bolt 15 is connected to the lower surface of the upper structure 16. As a result, the ceiling 10 is suspended and supported by the upper structure 16 via the suspension bolt 15, the hanger 14 and the field edge receiver 13.

そして、以上の構成からなる吊り天井の所望とされる位置に、耐震補強となるブレースが設けられている。
すなわち、野縁11a、11bの延在方向については、図1および図3に示すように、野縁11aまたは野縁11bの側面に、方形板状の取付板17がビス18によって固定されるとともに、この取付板17に、V字状に配設された1対のブレース(第1のV型ブレース)19の下端部がビス20によって固定されている。そして、これらブレース19の上端部は、上部構造16の下面に接合された取付金物21に剛接合されている。なお、一方のブレース19の水平に対する傾斜角度θは、0<θ<90°の範囲の任意の角度であり、他方のブレース19の水平に対する傾斜角度θは、0<θ≦90°の範囲の任意の角度である。
And the brace used as a seismic reinforcement is provided in the desired position of the suspended ceiling which consists of the above structure.
That is, with respect to the extending direction of the field edges 11a and 11b, as shown in FIGS. 1 and 3, a rectangular plate-shaped mounting plate 17 is fixed to the side surface of the field edge 11a or the field edge 11b by screws 18. The lower end of a pair of braces (first V-shaped braces) 19 arranged in a V shape is fixed to the mounting plate 17 with screws 20. The upper ends of the braces 19 are rigidly joined to a mounting hardware 21 joined to the lower surface of the upper structure 16. Note that the inclination angle θ 3 with respect to the horizontal of one brace 19 is an arbitrary angle in the range of 0 <θ 3 <90 °, and the inclination angle θ 4 with respect to the horizontal of the other brace 19 is 0 <θ 4 ≦ 90. Any angle in the range of °.

また、野縁11a、11bの延在方向と交差(より好ましくは直交)する方向については、図1および図2に示すように、耐震補強すべき所望の位置に、野縁11a、11b間にこれらと交差(より好ましくは直交)するようにクロス野縁22が設けられている。このクロス野縁22は、野縁11a、11bと同高さレベルとなるように野縁11a、11b間に挿入されている。また、このクロス野縁22の下面には、ビスにより天井パネル12が一体的に接合されている。   As for the direction intersecting (more preferably orthogonal) with the extending direction of the field edges 11a and 11b, as shown in FIGS. 1 and 2, between the field edges 11a and 11b at a desired position to be seismically reinforced. A cross field edge 22 is provided so as to intersect (more preferably, intersect) with these. The cross field edge 22 is inserted between the field edges 11a and 11b so as to be at the same level as the field edges 11a and 11b. The ceiling panel 12 is integrally joined to the lower surface of the cross field edge 22 by screws.

そして、クロス野縁22の側面に、方形板状の取付板23がビス24によって固定されるとともに、この取付板23に、野縁11a、11bと交差する方向にV字状に配設された1対のブレース(第2のV型ブレース)25の下端部がビス26によって固定されている。他方、これらブレース25の上端部は、上部構造16の下面に接合された取付金物26に剛接合されている。なお、一方のブレース25の水平に対する傾斜角度θは、0<θ<90°の範囲の任意の角度であり、他方のブレース25の水平に対する傾斜角度θは、0<θ≦90°の範囲の任意の角度である。 A square plate-shaped mounting plate 23 is fixed to the side surface of the cross field edge 22 by screws 24, and is arranged in a V-shape on the mounting plate 23 in a direction intersecting the field edges 11a and 11b. A lower end portion of a pair of braces (second V-shaped braces) 25 is fixed by screws 26. On the other hand, the upper ends of these braces 25 are rigidly joined to an attachment hardware 26 joined to the lower surface of the upper structure 16. The inclination angle θ 1 with respect to the horizontal of one brace 25 is an arbitrary angle in the range of 0 <θ 1 <90 °, and the inclination angle θ 2 with respect to the horizontal of the other brace 25 is 0 <θ 2 ≦ 90. Any angle in the range of °.

ちなみに、これらブレース19、25は、いずれも吊りボルト15や図示されない設備機器、その吊設部材あるいはスプリンクラ巻出し配管等と干渉しない位置に配置されており、かつブレース19、25の取付板17、23も、吊りボルト15のハンガー14から離間した位置に設けられている。さらに、ブレース19、25は、いずれも大地震時に弾性変形によって天井10に対する水平抵抗要素として機能する強度を有するように設計されている。   Incidentally, these braces 19 and 25 are all arranged at positions that do not interfere with the suspension bolt 15, equipment (not shown), its suspension members or sprinkler unwinding pipes, etc. 23 is also provided at a position away from the hanger 14 of the suspension bolt 15. Further, the braces 19 and 25 are both designed to have a strength that functions as a horizontal resistance element with respect to the ceiling 10 by elastic deformation during a large earthquake.

以上の構成からなる吊り天井の耐震構造によれば、野縁11a、11bの延在方向については、図3に示したように、野縁11aと上部構造16との間にブレース19を設け、野縁11a、11bの延在方向と交差する方向については、図2に示したように、補強すべき所望位置の野縁11a、11b間に天井パネル12と一体化されたクロス野縁22を設けて、クロス野縁22と上部構造16との間にブレース25を設けているために、大地震時においても、これらブレース19、25によって直接天井10を拘束して、天井10に作用する水平力に抗することができ、よって高い耐震効果を得ることができるとともに、天井10の平面内において如何なる方向に作用する水平力に対しても、効果的に抵抗することができる。   According to the earthquake-resistant structure of the suspended ceiling having the above configuration, as shown in FIG. 3, the braces 19 are provided between the field edge 11a and the upper structure 16 in the extending direction of the field edges 11a and 11b. As shown in FIG. 2, in the direction intersecting with the extending direction of the field edges 11a and 11b, a cross field edge 22 integrated with the ceiling panel 12 is provided between the field edges 11a and 11b at desired positions to be reinforced. Since the brace 25 is provided between the cross field edge 22 and the upper structure 16, the ceiling 10 is directly restrained by the braces 19 and 25 and acts on the ceiling 10 even during a large earthquake. It can resist the force, and thus can obtain a high earthquake resistance effect and can effectively resist a horizontal force acting in any direction in the plane of the ceiling 10.

しかも、野縁11a、11bの延在方向にブレース19を設け、これらと交差する方向にブレース25を設けるに際して、これらブレース19、25を、吊りボルト15の位置に拘わらず、かつ設備機器等を避けた所望の位置に配置することができるために、その施工性が向上する。   In addition, when the braces 19 are provided in the extending direction of the field edges 11a and 11b and the braces 25 are provided in the direction intersecting with the braces 19, the braces 19 and 25 can be used regardless of the position of the suspension bolt 15 and the equipment and the like. Since it can arrange | position in the desired position avoided, the construction property improves.

また、ブレース19、25をそれぞれV字状に設けているために、最小の部材数によって、天井10から直接伝達される水平力に対して圧縮および引張により抗することができ、よって施工が容易であるとともに、経済性にも優れる。   In addition, since the braces 19 and 25 are respectively provided in a V shape, the horizontal force directly transmitted from the ceiling 10 can be resisted by compression and tension with the minimum number of members, so that construction is easy. In addition, it is also economical.

(第2の実施形態)
図5および図6は、本発明に係る吊り天井の耐震構造の第2の実施形態における第2のV型ブレース25の取付部分を示すもので、第1のV型ブレース19を含めたその他の構成については、図1〜図4に示したものと同一であるために、同一符号を用いてその説明を簡略化する。
この吊り天井の耐震構造においては、野縁11a、11bの延在方向と直交する方向に、上記野縁受け13と別体に、ブレース取付専用のブレース用野縁受け30が、クリップ31によって複数本の野縁11a、11b上に固定されている。
(Second Embodiment)
FIGS. 5 and 6 show a mounting portion of the second V-type brace 25 in the second embodiment of the earthquake-proof structure of the suspended ceiling according to the present invention, and other parts including the first V-type brace 19 are shown. Since the configuration is the same as that shown in FIGS. 1 to 4, the description is simplified by using the same reference numerals.
In this earthquake-resistant structure of the suspended ceiling, a plurality of brace field edge receivers 30 dedicated to brace attachment are provided by clips 31 in a direction orthogonal to the extending direction of the field edges 11a and 11b. It is fixed on the field edges 11a and 11b of the book.

そして、このブレース用野縁受け30に連結板32が取り付けられている。この連結板32は、天井パネル12の上面に当接する底板部33と、この底板部33の一方の側縁が上方へと垂直に屈曲されることにより形成された側板部34と、この側板部34の上端部に水平に形成された天板部35と、この連結板32の取り付け位置を調整するためのレベル調整リブ36とから構成されている。   A connecting plate 32 is attached to the brace field edge receiver 30. The connecting plate 32 includes a bottom plate portion 33 that contacts the upper surface of the ceiling panel 12, a side plate portion 34 formed by bending one side edge of the bottom plate portion 33 vertically upward, and the side plate portion. The top plate portion 35 is formed horizontally at the upper end of 34 and the level adjustment rib 36 for adjusting the attachment position of the connecting plate 32.

ここで、側板部34および底板部33には、野縁11a(または11b)を挿通するための切り欠き部37が形成されている。
そして、この連結板32は、上記切り欠き部37に野縁11a(または11b)が挿通され、かつレベル調整リブ36をブレース用野縁受け30の上面に位置させた状態で、側板部34をブレース用野縁受け30の側面に当接させ、複数箇所(図では2箇所)のビス38によりブレース用野縁受け30に取り付けられている。
Here, the side plate portion 34 and the bottom plate portion 33 are formed with a notch portion 37 for inserting the field edge 11a (or 11b).
The connecting plate 32 has the side plate 34 in a state in which the field edge 11a (or 11b) is inserted into the notch 37 and the level adjusting rib 36 is positioned on the upper surface of the brace field receiver 30. It is brought into contact with the side surface of the brace field edge receiver 30 and is attached to the brace field edge receiver 30 by a plurality of (two in the figure) screws 38.

ここで、レベル調整リブ36の高さ寸法は、予めこのレベル調整リブ36をブレース用野縁受け30の上面と連結板32の天板部35との間に位置させた際に、連結板32の底板部33の下面レベルが天井パネル12の上面レベルとなるように設定されている。
そして、この連結板32の側板部34に、上記第2のV型ブレース25の下端部がビスや溶接によって固定されている。また、底板部33には、天井パネル12がビス止めされている。
Here, the height dimension of the level adjustment rib 36 is determined in advance when the level adjustment rib 36 is positioned between the upper surface of the brace edge receiver 30 and the top plate portion 35 of the connection plate 32 in advance. The lower surface level of the bottom plate portion 33 is set to be the upper surface level of the ceiling panel 12.
And the lower end part of the said 2nd V-shaped brace 25 is being fixed to the side-plate part 34 of this connection plate 32 with a screw | thread or welding. Further, the ceiling panel 12 is screwed to the bottom plate portion 33.

以上の構成からなる吊り天井の耐震構造において、上記ブレース25を取り付ける場合には、上述したように、予め上記吊り天井に用いる野縁11a、11bやブレース用野縁受け30等の寸法に応じて、連結板32のレベル調整リブ36の高さ寸法を適宜調整しておくことにより、当該レベル調整リブ36をブレース用野縁受け30の上面に位置させて連結板32を取り付けた際に、底板部33の下面レベルが天井パネル12の上面レベル、すなわち野縁11a、11bの下面レベルとなるように設定しておく。   In the earthquake-proof structure of the suspended ceiling having the above configuration, when the brace 25 is attached, as described above, according to the dimensions of the field edges 11a, 11b, the brace field receiver 30 and the like used in advance for the suspended ceiling. When the height of the level adjusting rib 36 of the connecting plate 32 is adjusted as appropriate, the level adjusting rib 36 is positioned on the upper surface of the brace edge receiver 30, and the connecting plate 32 is attached to the bottom plate. The lower surface level of the portion 33 is set to be the upper surface level of the ceiling panel 12, that is, the lower surface level of the field edges 11a and 11b.

そして先ず、図6の天井パネル12が取り付けられていない状態で、クリップ31によってブレース用野縁受け30を野縁11a、11bに、その延在方向と直交する方向に固定する。
次いで、レベル調整リブ36を介して連結板32をブレース用野縁受け30に取り付け、例えば図示する2箇所においてビス38により仮止めした後に、ブレース25の下端部をビスまたは溶接によって固定する。そして、最後に天井パネル12を取り付ける。
First, in a state where the ceiling panel 12 of FIG. 6 is not attached, the brace field edge receiver 30 is fixed to the field edges 11a and 11b by the clip 31 in a direction perpendicular to the extending direction.
Next, the connecting plate 32 is attached to the brace edge receiver 30 via the level adjusting ribs 36, and temporarily fixed with screws 38 at, for example, two places shown in the figure, and then the lower end of the brace 25 is fixed by screws or welding. Finally, the ceiling panel 12 is attached.

したがって、第2の実施形態に係る吊り天井の耐震構造によっても、第1の実施形態に示したものと同様の作用効果を得ることができる。
また、第1の実施形態においては、通常、施工手順からクロス野縁22およびブレース25等の取り付けは、天井パネル12を取り付ける前に施工する。このため、当該天井パネル12が無い状態で、クロス野縁22の下面レベルを野縁11a、11bの下面レベルと一致させる必要があり、施工が難しいために作業性の向上が課題としてある。
Therefore, the effect similar to what was shown in 1st Embodiment can be acquired also by the earthquake-resistant structure of the suspended ceiling which concerns on 2nd Embodiment.
In the first embodiment, the cross edge 22 and the brace 25 are usually attached before the ceiling panel 12 is attached in the construction procedure. For this reason, it is necessary to make the lower surface level of the cross field edge 22 coincide with the lower surface level of the field edges 11a and 11b in the state where the ceiling panel 12 is not present.

この点、本実施形態においては、連結板32の取り付けにレベル調整リブ36を用いているために、予めレベル調整リブ36の高さ寸法を適宜調整しておくことにより、天井パネル12が取り付けられていない状態においても、容易にその底板部33の下面レベルを、天井パネル12の上面、すなわち野縁11a、11bの下面レベルに位置決めして連結板32をブレース用野縁受け30に固定することができ、施工に際しての作業性を向上させることができる。   In this respect, in the present embodiment, since the level adjustment rib 36 is used to attach the connecting plate 32, the ceiling panel 12 is attached by appropriately adjusting the height dimension of the level adjustment rib 36 in advance. Even when the bottom plate portion 33 is not in the state, the lower surface level of the bottom plate portion 33 is easily positioned on the upper surface of the ceiling panel 12, that is, the lower surface level of the field edges 11a and 11b, and the connecting plate 32 is fixed to the brace field receiver 30. And workability during construction can be improved.

なお、上記第1および第2の実施形態においては、ブレース19、25をV字状に設けた場合についてのみ説明したが、これに限定されるものではなく、例えば鉛直材と斜材とからなるレ字状等の各種構成のものを適用することが可能である。   In the first and second embodiments described above, only the case where the braces 19 and 25 are provided in a V shape has been described. However, the present invention is not limited to this, and includes, for example, a vertical material and a diagonal material. Various configurations such as a letter shape can be applied.

また、第1の実施形態において、クロス野縁22を天井パネル12と一体化する構造についても、上述した直接ビス留めする構造の他、例えば図4に示すように、クロス野縁22と天井パネル12との間に敷板(金属板)27を介装し、クロス野縁22と敷板27とをビス28によって固定するとともに、敷板27と野縁11a、11bとをビス29によって固定することもでき、当該構成によれば、クロス野縁に天井パネル12をビス留めする必要がなく、また室内側からクロス野縁を止めるビスが見えないという利点がある。   Further, in the first embodiment, the cross field edge 22 and the ceiling panel 12 are integrated with the ceiling panel 12 as well as the above-described direct screwing structure, for example, as shown in FIG. 12, a floor plate (metal plate) 27 is interposed, and the cross field edge 22 and the floor board 27 are fixed by screws 28, and the floor board 27 and the field edges 11 a and 11 b can be fixed by screws 29. According to this configuration, it is not necessary to screw the ceiling panel 12 to the cross edge, and there is an advantage that the screw that stops the cross edge cannot be seen from the indoor side.

さらには、図4に示したクロス野縁22を省いて、所望の位置に上記敷板(金属板)27を設け、当該敷板27に直接または連結板を介してブレース19および/またはブレース25の下端部を固定することもできる。この場合には、ブレース19、25を、野縁11a、11bの延在方向に拘わらず、任意の方向に設置することが可能である。   Further, the cross field edge 22 shown in FIG. 4 is omitted, the above-mentioned floor plate (metal plate) 27 is provided at a desired position, and the lower end of the brace 19 and / or the brace 25 is provided directly on the floor plate 27 or via a connecting plate. The part can also be fixed. In this case, the braces 19 and 25 can be installed in any direction regardless of the extending direction of the field edges 11a and 11b.

本発明に係る吊り天井の耐震構造の第1の実施形態を示す平面図である。It is a top view which shows 1st Embodiment of the earthquake-resistant structure of the suspended ceiling which concerns on this invention. 図1のII−II線視図である。It is the II-II line view figure of FIG. 図1のIII−III線視図である。It is the III-III line view figure of FIG. 本発明の第1の実施形態の変形例を示す要部の縦断面図である。It is a longitudinal cross-sectional view of the principal part which shows the modification of the 1st Embodiment of this invention. 本発明の第2の実施形態におけるブレース用野縁受けの取り付け構造を示す斜視図である。It is a perspective view which shows the attachment structure of the brace field edge receiver in the 2nd Embodiment of this invention. 図5のブレース用野縁受けに連結板を取り付けた状態を示す斜視図である。It is a perspective view which shows the state which attached the connection board to the brace field edge receiver of FIG. 従来の吊り天井の耐震構造を示す正面図である。It is a front view which shows the earthquake-resistant structure of the conventional suspension ceiling.

符号の説明Explanation of symbols

10 天井
11a、11b 野縁
12 天井パネル
13 野縁受け
15 吊りボルト(吊り下げ部材)
16 上部構造
19 ブレース(第1のV型ブレース)
22 クロス野縁
25 ブレース(第2のV型ブレース)
27 敷板(金属板)
30 ブレース用野縁受け
32 連結板
DESCRIPTION OF SYMBOLS 10 Ceiling 11a, 11b Field edge 12 Ceiling panel 13 Field edge receiver 15 Hanging bolt (hanging member)
16 Superstructure 19 Brace (first V-shaped brace)
22 Cross field edge 25 Brace (2nd V-shaped brace)
27 Base plate (metal plate)
30 Brace field guard 32 Connecting plate

Claims (5)

平行に配設された複数本の野縁の下面に天井パネルを取り付けた天井の上記野縁の上端部に、当該野縁と交差する方向に複数本の野縁受けを接合し、上記野縁受けに、上端部が上部構造に連結された吊り下げ部材の下端部を直接または連結板を介して連結することにより上記天井を吊り下げ支持した吊り天井において、
上記野縁の延在方向に、下端部が当該野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第1のV型ブレースを設け、
かつ上記野縁間の所望位置に、上記野縁と交差する方向に上記天井パネルと一体化されたクロス野縁を設け、上記野縁の延在方向と交差する方向に、下端部が上記クロス野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第2のV型ブレースを設けたことを特徴とする吊り天井の耐震構造。
A plurality of field receivers are joined in a direction intersecting the field edge to the upper end of the field edge of the ceiling in which a ceiling panel is attached to the lower surface of the plurality of field edges arranged in parallel. In the suspended ceiling that supports the ceiling by suspending the ceiling by connecting the lower end of the suspension member whose upper end is coupled to the upper structure directly or via a coupling plate,
In the extending direction of the field edge, the lower end is fixed to the field edge directly or via a connecting plate, and the upper end is fixed to the upper structure, and a pair of two members of a compression material and a tension material. The first V-shaped brace
In addition, a cross field edge integrated with the ceiling panel is provided at a desired position between the field edges in a direction intersecting with the field edge, and a lower end portion of the cross is in the direction intersecting with the extending direction of the field edge. A second V-shaped brace is provided which is a pair of a compression material and a tension material which are fixed to the field edge directly or via a connecting plate and whose upper end is fixed to the superstructure. Seismic structure of suspended ceiling.
平行に配設された複数本の野縁の下面に天井パネルを取り付けた天井の上記野縁の上端部に、当該野縁と交差する方向に複数本の野縁受けを接合し、上記野縁受けに、上端部が上部構造に連結された吊り下げ部材の下端部を直接または連結板を介して連結することにより上記天井を吊り下げ支持した吊り天井において、
上記野縁の延在方向に、下端部が当該野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第1のV型ブレースを設け、
かつ上記野縁間の所望位置に、上記野縁と一体化された金属板を設け、上記野縁と交差する方向に上記金属板と一体化されたクロス野縁を設け、上記野縁の延在方向と交差する方向に、下端部が上記クロス野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第2のV型ブレースを設けたことを特徴とする吊り天井の耐震構造。
A plurality of field receivers are joined in a direction intersecting the field edge to the upper end of the field edge of the ceiling in which a ceiling panel is attached to the lower surface of the plurality of field edges arranged in parallel. In the suspended ceiling that supports the ceiling by suspending the ceiling by connecting the lower end of the suspension member whose upper end is coupled to the upper structure directly or via a coupling plate,
In the extending direction of the field edge, the lower end is fixed to the field edge directly or via a connecting plate, and the upper end is fixed to the upper structure, and a pair of two members of a compression material and a tension material. The first V-shaped brace
In addition, a metal plate integrated with the field edge is provided at a desired position between the field edges, and a cross field edge integrated with the metal plate is provided in a direction intersecting with the field edge. In a direction crossing the existing direction, the lower end is fixed to the cross field edge directly or via a connecting plate, and the upper end is fixed to the upper structure, and a pair of two members of a compression material and a tension material. A suspended ceiling earthquake-resistant structure, characterized in that a second V-shaped brace is provided.
平行に配設された複数本の野縁の下面に天井パネルを取り付けた天井の上記野縁の上端部に、当該野縁と交差する方向に複数本の野縁受けを接合し、上記野縁受けに、上端部が上部構造に連結された吊り下げ部材の下端部を直接または連結板を介して連結することにより上記天井を吊り下げ支持した吊り天井において、
上記野縁の延在方向に、下端部が当該野縁に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第1のV型ブレースを設け、
かつ上記野縁の所望位置に、上記野縁と交差する方向に配設されて複数本の上記野縁と接合されたブレース取付専用のブレース用野縁受けを上記野縁受けと別体に設け、上記野縁の延在方向と交差する方向に、下端部が上記ブレース用野縁受けに直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第2のV型ブレースを設けたことを特徴とする吊り天井の耐震構造。
A plurality of field receivers are joined in a direction intersecting the field edge to the upper end of the field edge of the ceiling in which a ceiling panel is attached to the lower surface of the plurality of field edges arranged in parallel. In the suspended ceiling that supports the ceiling by suspending the ceiling by connecting the lower end of the suspension member whose upper end is coupled to the upper structure directly or via a coupling plate,
In the extending direction of the field edge, the lower end is fixed to the field edge directly or via a connecting plate, and the upper end is fixed to the upper structure, and a pair of two members of a compression material and a tension material. The first V-shaped brace
In addition, a brace field ledge for exclusive use of brace that is arranged in a direction intersecting the field rim and joined to the field rim at a desired position of the field rim is provided separately from the field edge receiver. A compression material and a tension material in which the lower end is fixed to the brace field receiver directly or via a connecting plate and the upper end is fixed to the upper structure in a direction intersecting the extending direction of the field edge And a second V-shaped brace that is paired with two materials.
平行に配設された複数本の野縁の下面に天井パネルを取り付けた天井の上記野縁の上端部に、当該野縁と交差する方向に複数本の野縁受けを接合し、上記野縁受けに、上端部が上部構造に連結された吊り下げ部材の下端部を直接または連結板を介して連結することにより上記天井を吊り下げ支持した吊り天井において、
上記野縁間の所望位置に、上記天井パネルまたは上記野縁と一体化された金属板を設け、任意の方向に下端部が上記金属板に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第1のV型ブレースを設け、
かつ上記第1のV型ブレースと交差する方向に、下端部が上記金属板または当該金属板とは別体に設けた上記金属板に直接または連結板を介して固定されるとともに上端部が上記上部構造に固定された圧縮材と引張材との2材で1対となる第2のV型ブレースを設けたことを特徴とする吊り天井の耐震構造。
A plurality of field receivers are joined in a direction intersecting the field edge to the upper end of the field edge of the ceiling in which a ceiling panel is attached to the lower surface of the plurality of field edges arranged in parallel. In the suspended ceiling that supports the ceiling by suspending the ceiling by connecting the lower end of the suspension member whose upper end is coupled to the upper structure directly or via a coupling plate,
A metal plate integrated with the ceiling panel or the field edge is provided at a desired position between the field edges, and a lower end is fixed to the metal plate directly or via a connecting plate in an arbitrary direction and an upper end. Is provided with a first V-shaped brace that is paired with two members of a compression member and a tension member fixed to the superstructure,
And the lower end is fixed to the metal plate provided separately from the metal plate or the metal plate in a direction intersecting the first V-shaped brace, or the upper end is fixed to the metal plate via a connecting plate. An earthquake-resistant structure for a suspended ceiling, characterized in that a second V-shaped brace that is paired with two members of a compression member and a tension member fixed to the upper structure is provided.
上記第1のV型ブレースおよび第2のV型ブレースは、大地震時に弾性変形によって水平抵抗要素として機能する強度を有することを特徴とする請求項1ないし4のいずれかに記載の吊り天井の耐震構造。   5. The suspended ceiling according to claim 1, wherein the first V-type brace and the second V-type brace have a strength that functions as a horizontal resistance element by elastic deformation during a large earthquake. Seismic structure.
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Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012202032A (en) * 2011-03-23 2012-10-22 Uchiyama Sangyo:Kk Earthquake-resistant structure of suspended ceiling
JP2013181342A (en) * 2012-03-02 2013-09-12 Sato Katako Seisakusho:Kk Ceiling substrate structure
JP2013217044A (en) * 2012-04-05 2013-10-24 Shimizu Corp Suspended ceiling structure
JP2014231680A (en) * 2013-05-28 2014-12-11 鹿島建設株式会社 Earthquake-resistant reinforcement structure of suspension ceiling
JP2015061972A (en) * 2014-11-27 2015-04-02 株式会社桐井製作所 Ceiling brace lower part attachment metal fitting
JP2015063850A (en) * 2013-09-25 2015-04-09 株式会社オクジュー Brace mounting structure and method, and ceiling substrate structure
JP2015068052A (en) * 2013-09-30 2015-04-13 清水建設株式会社 Suspended ceiling structure
JP2016211178A (en) * 2015-04-30 2016-12-15 清水建設株式会社 Fixture for reinforcing brace of suspended ceiling
JP2016211177A (en) * 2015-04-30 2016-12-15 清水建設株式会社 Reinforcing structure for suspended ceiling
JP2017078329A (en) * 2015-10-19 2017-04-27 清水建設株式会社 Suspended ceiling reinforcement structure and construction method for suspended ceiling reinforcement structure
JP2017206884A (en) * 2016-05-19 2017-11-24 三洋工業株式会社 Substrate structure of suspended ceiling
JP2018071137A (en) * 2016-10-27 2018-05-10 清水建設株式会社 Hanging ceiling reinforcement structure
JP2018178708A (en) * 2018-07-19 2018-11-15 清水建設株式会社 Suspended ceiling structure
JP2020051209A (en) * 2018-09-28 2020-04-02 大和ハウス工業株式会社 Ceiling structure
JP2020165123A (en) * 2019-03-28 2020-10-08 大和ハウス工業株式会社 Ceiling structure and fixing reinforcement member
JP7489813B2 (en) 2020-03-31 2024-05-24 大和ハウス工業株式会社 Ceiling structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003013540A (en) * 2001-07-02 2003-01-15 Mitsui Fudosan Kk Ceiling board support structure for system ceiling
JP2004076433A (en) * 2002-08-20 2004-03-11 Shimizu Corp Suspension structure of system ceiling

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003013540A (en) * 2001-07-02 2003-01-15 Mitsui Fudosan Kk Ceiling board support structure for system ceiling
JP2004076433A (en) * 2002-08-20 2004-03-11 Shimizu Corp Suspension structure of system ceiling

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012202032A (en) * 2011-03-23 2012-10-22 Uchiyama Sangyo:Kk Earthquake-resistant structure of suspended ceiling
JP2013181342A (en) * 2012-03-02 2013-09-12 Sato Katako Seisakusho:Kk Ceiling substrate structure
JP2013217044A (en) * 2012-04-05 2013-10-24 Shimizu Corp Suspended ceiling structure
JP2014231680A (en) * 2013-05-28 2014-12-11 鹿島建設株式会社 Earthquake-resistant reinforcement structure of suspension ceiling
JP2015063850A (en) * 2013-09-25 2015-04-09 株式会社オクジュー Brace mounting structure and method, and ceiling substrate structure
JP2015068052A (en) * 2013-09-30 2015-04-13 清水建設株式会社 Suspended ceiling structure
JP2015061972A (en) * 2014-11-27 2015-04-02 株式会社桐井製作所 Ceiling brace lower part attachment metal fitting
JP2016211177A (en) * 2015-04-30 2016-12-15 清水建設株式会社 Reinforcing structure for suspended ceiling
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JP2017206884A (en) * 2016-05-19 2017-11-24 三洋工業株式会社 Substrate structure of suspended ceiling
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JP2020051209A (en) * 2018-09-28 2020-04-02 大和ハウス工業株式会社 Ceiling structure
JP7185465B2 (en) 2018-09-28 2022-12-07 大和ハウス工業株式会社 ceiling structure
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