JP6696744B2 - Suspended ceiling reinforcement structure - Google Patents

Suspended ceiling reinforcement structure Download PDF

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JP6696744B2
JP6696744B2 JP2015153860A JP2015153860A JP6696744B2 JP 6696744 B2 JP6696744 B2 JP 6696744B2 JP 2015153860 A JP2015153860 A JP 2015153860A JP 2015153860 A JP2015153860 A JP 2015153860A JP 6696744 B2 JP6696744 B2 JP 6696744B2
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ceiling
brace
reinforcing
fixing
suspended
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JP2017031707A (en
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記彦 櫻庭
記彦 櫻庭
真 生野
真 生野
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N-Pat Co., Ltd.
Shimizu Corp
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Shimizu Corp
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Description

本発明は、吊り天井補強構造に関する。   The present invention relates to a suspended ceiling reinforcing structure.

従来、例えば学校、病院、生産施設、体育館、プール、空港ターミナルビル、オフィスビル、劇場、シネコン等の建物の天井として、吊り天井が多用されている(例えば、特許文献1、特許文献2参照)。そして、吊り天井Aには、例えば図4に示すように、水平の一方向T1に所定の間隔をあけて並設される複数の野縁1と、野縁1に直交し、水平の他方向T2に所定の間隔をあけて並設され、複数の野縁1に一体に接続して設けられる複数の野縁受け2と、下端を野縁受け2に接続し、上端を上階の床材等の上部構造(建物躯体)3に固着して配設される複数の吊りボルト4と、野縁1と野縁受け2からなる格子状の天井下地7にビス留めして一体に取り付けられ、天井面(天井部5)を形成する石膏ボードなどの天井パネル(天井材)6とを備えて構成したものがある。   Conventionally, suspended ceilings are often used as ceilings of buildings such as schools, hospitals, production facilities, gymnasiums, pools, airport terminal buildings, office buildings, theaters, and cinema complexes (see, for example, Patent Documents 1 and 2). .. Then, on the suspended ceiling A, as shown in FIG. 4, for example, a plurality of field edges 1 arranged in parallel in a horizontal direction T1 at a predetermined interval and a plurality of field edges 1 orthogonal to the field edge 1 and in the other horizontal direction. A plurality of field rim receivers 2 arranged side by side at a predetermined interval in T2 and integrally connected to a plurality of field rims 1 and a lower end connected to the field rim receiver 2 and an upper end being a floor material of an upper floor. A plurality of suspension bolts 4 fixed to the upper structure (building body) 3 and the like, and a grid-like ceiling base 7 composed of the field rim 1 and the field rim receiver 2 and fastened together with screws. There is one configured by including a ceiling panel (ceiling material) 6 such as a gypsum board forming a ceiling surface (ceiling portion 5).

また、例えば図5に示すように、クリーンルームのようにファンフィルターユニット等の大重量の設備機器を天井部5に設置する必要がある吊り天井Aには、水平の一方向T1に所定の間隔をあけて並設され、一方向T1に直交する他方向T2に延びる複数のTバー8と、上端を上部構造3に固着し、下端側をTバー8に接続して配設された複数の吊りボルト4と、Tバー8などからなる天井下地7にビス留めして一体に取り付けられて天井面(天井部5)を形成する天井パネル6とを備えて構成したものもある。   Further, as shown in FIG. 5, for example, in a suspended ceiling A where a heavy equipment such as a fan filter unit needs to be installed on the ceiling 5 like a clean room, a predetermined interval is provided in one horizontal direction T1. A plurality of T-bars 8 arranged side by side and extending in the other direction T2 orthogonal to the one direction T1, and a plurality of suspensions arranged by connecting the upper end to the upper structure 3 and connecting the lower end side to the T-bar 8. There is also a configuration including a bolt 4 and a ceiling panel 6 which is screwed to a ceiling base 7 made of a T-bar 8 or the like and integrally attached to form a ceiling surface (ceiling portion 5).

ここで、このように野縁1及び野縁受け2や、Tバー8等の天井下地7と天井パネル6を吊りボルト4で吊り下げ支持してなる吊り天井Aは、その構造上、地震時に作用する水平力によって横揺れしやすい。そして、地震時に横揺れして、天井部5の端部5aが壁や柱、梁などの建物構成部材(建物躯体)9に衝突し、天井パネル6に破損が生じたり、脱落が生じるおそれがあった。   Here, the suspended ceiling A formed by suspending and supporting the field rim 1 and the field rim support 2, and the ceiling base 7 such as the T bar 8 and the ceiling panel 6 with the suspension bolts 4 is structurally effective in the event of an earthquake. Easy to roll due to the horizontal force acting. Then, there is a risk that the end portion 5a of the ceiling portion 5 collides with a building component (building body) 9 such as a wall, a pillar, or a beam when the earthquake occurs and the ceiling panel 6 is damaged or falls off. there were.

このため、従来、上部構造3や吊りボルト4の吊元側などに上端部を接続し、下端部を吊りボルト4や、野縁1、野縁受け2、Tバー8などの天井下地7に接続して補強ブレース(ブレース材)10を斜設し、天井下地7及び天井パネル6からなる天井部5の地震時の横揺れを抑えるようにしている(図5参照)。   Therefore, conventionally, the upper end is connected to the suspension base side of the upper structure 3 or the suspension bolt 4 and the lower end is used as the suspension bolt 4, the field edge 1, the field edge support 2, the ceiling base 7 such as the T bar 8. Reinforcing brace (brace material) 10 is obliquely installed by connecting to suppress rolling of the ceiling portion 5 including the ceiling base 7 and the ceiling panel 6 during an earthquake (see FIG. 5).

また、補強ブレース10は、その上端部、下端部を吊りボルト4や建物の上部構造、天井下地7に接続し、これら吊りボルト4、天井下地7と補強ブレース10によって水平方向の力を負担する。そして、補強ブレース10は、例えば図6、図7に示すように、上端部や下端部を取付金具11、12を用いて吊りボルト4や建物の上部構造、天井下地7に接続するようにしている。   Further, the reinforcing brace 10 has its upper and lower ends connected to the hanging bolt 4, the upper structure of the building, and the ceiling base 7, and the hanging bolt 4, the ceiling base 7 and the reinforcing brace 10 bear a horizontal force. .. As shown in FIGS. 6 and 7, for example, the reinforcing brace 10 has upper and lower end portions connected to the hanging bolt 4, the upper structure of the building, and the ceiling substrate 7 by using the mounting brackets 11 and 12. There is.

特開2008−121371号公報JP, 2008-121371, A 特開2005−350950号公報JP, 2005-350950, A

一方、上記従来の補強ブレース10は、図6、図7のように上端部や下端部を取付金具11、12を用いて吊りボルト4や建物の上部構造、天井下地7に接続した固定部13が地震発生などによる初期挙動時に剛−ピン的な挙動を示す。すなわち、従来の吊り天井Aにおいては、地震などによって吊り天井Aに外力が作用すると、その加力の進行に伴って固定部13に曲げモーメントが発生し、この曲げモーメントの発生とともに座屈を生じさせるような軸力が発生し、これにより、地震などによって吊り天井Aに作用する外力を補強ブレース10に伝達・負担させるように構成されている。   On the other hand, in the above-mentioned conventional reinforcing brace 10, as shown in FIGS. 6 and 7, a fixing portion 13 whose upper end portion and lower end portion are connected to the hanging bolt 4, the upper structure of the building, and the ceiling base 7 by using the mounting brackets 11 and 12, respectively. Shows a rigid-pin like behavior during the initial behavior due to an earthquake. That is, in the conventional suspended ceiling A, when an external force acts on the suspended ceiling A due to an earthquake or the like, a bending moment is generated in the fixed portion 13 as the applied force progresses, and the bending moment also causes buckling. An axial force is generated, which causes the external force acting on the suspended ceiling A to be transmitted and borne by the reinforcing brace 10 due to an earthquake or the like.

そして、このように構成した従来の吊り天井Aでは、非常に大きな外力が作用した場合に、周囲の接合部材やビス、補強ブレース10等のうち、弱い部分から耐力を喪失し始め、やがて終局を迎えるが、補強ブレース10の上端部や下端部の固定部13が剛−ピン的な挙動を示すことによって、取付金具11、12などの仕様や、吊り長さ、天井重量などが異なるとその終局状況が変わってしまう。   Then, in the conventional suspended ceiling A configured as described above, when a very large external force is applied, the proof strength starts to be lost from a weak portion of the surrounding joint members, screws, the reinforcing brace 10, etc. However, due to the rigid-pin-like behavior of the fixing portions 13 at the upper end and the lower end of the reinforcing brace 10, if the specifications of the mounting brackets 11 and 12, the hanging length, the ceiling weight, etc. are different, the end result will be reached. The situation changes.

すなわち、地震などに伴う弾性変形・変位範囲内での機能維持性能を確保でき、想定を超える変形・変位が生じた際の終局状況のコントロールを行えるようにするためには、補強ブレース10の上端部や下端部の固定部13が安定した挙動を示し(ばらつきを排除し)、常に想定した部材が損傷するようにすることが求められるが、従来の吊り天井Aではこれを実現できていない。   That is, in order to ensure the function maintenance performance within the elastic deformation / displacement range due to an earthquake and to control the ultimate situation when the deformation / displacement exceeds the assumption, the upper end of the reinforcement brace 10 is to be controlled. Although it is required that the fixed portions 13 at the bottom and the lower end show stable behavior (elimination of variations) and always damage assumed members, this cannot be realized by the conventional suspended ceiling A.

本発明は、上記事情に鑑み、地震などに伴う弾性変形・変位範囲内での機能維持性能を確保しつつ、想定を超える変形・変位が生じた際の終局状況をコントロールすることを可能にする吊り天井補強構造を提供することを目的とする。   In view of the above circumstances, the present invention makes it possible to control the ultimate situation when deformation / displacement more than expected occurs while ensuring the function maintaining performance within the elastic deformation / displacement range associated with an earthquake or the like. An object is to provide a suspended ceiling reinforcement structure.

上記の目的を達するために、この発明は以下の手段を提供している。   In order to achieve the above object, the present invention provides the following means.

本発明の吊り天井補強構造は、水平の一方向に所定の間隔をあけて主鋼材を並設してなり、建物躯体の上部構造に吊り下げ支持される天井下地と、前記天井下地の前記主鋼材に取り付けられて天井面を形成する天井材とを備える吊り天井構造を補強するための吊り天井補強構造であって、補強ブレースを備えてなり、前記補強ブレースが、上端部側を、軸線方向を水平方向に向けつつ前記上部構造に支持された上側軸部に軸線周りに回動自在に連結し、下端部側を、軸線方向を水平方向に向けつつ前記天井材に支持された下側軸部に軸線周りに回動自在に連結して設けられており、記天井材に固着して配設されるブレース下部取付具を備え、前記ブレース下部取付具が、前記下側軸部と、板面を横方向に向けて立設され前記下側軸部を軸線周りに回動自在に支持するブレース接続部と、前記ブレース接続部の下端から該ブレース接続部に直交する横方向に延設され下面を前記天井材の上面に面接触させて設置されるとともに前記天井材の下面側からビスを打ち込んで前記天井材に固着される天井材固着部と、を備え、且つ、隣り合う前記主鋼材の前記一方向の間隔よりも大きな長さをもって形成されるとともに、下面から上方に凹設され、前記天井下地の前記主鋼材を嵌合可能な天井下地嵌合凹部を備えて形成されていることを特徴とする。
The suspended ceiling reinforcement structure of the present invention comprises a main steel material arranged in parallel in a horizontal direction at a predetermined interval, and is suspended and supported by an upper structure of a building frame, and the main of the ceiling base material. A suspended ceiling reinforcement structure for reinforcing a suspended ceiling structure comprising: a ceiling material attached to a steel member to form a ceiling surface, comprising a reinforcement brace, wherein the reinforcement brace has an upper end side in an axial direction. under the pivotally connected around the axis in the upper shaft portion supported in the upper structure while oriented horizontally, the lower end, which is supported in the axial direction in the horizontal direction toward One One prior Symbol ceiling material provided coupled rotatably around the axis in the side shaft portion comprises a pre-Symbol brace lower fixture disposed by fixing the ceiling material, the brace lower fixture, the lower shaft portion And a brace connecting portion that is erected upright with the plate surface in the horizontal direction and that supports the lower shaft portion so as to be rotatable about the axis, and in a lateral direction that is orthogonal to the brace connecting portion from the lower end of the brace connecting portion. and a ceiling material fixing portion which is fixed to the front Symbol ceiling material by implanting screws from the lower surface side of the front Symbol ceiling material together when placed in surface contact is allowed on the upper surface of the front Symbol ceiling material a lower surface which extends And a ceiling base fitting recessed portion that is formed with a length larger than the distance between the adjacent main steel materials in the one direction and is recessed upward from the lower surface so that the main steel material of the ceiling base can be fitted. It is characterized by being formed.

また、本発明の吊り天井補強構造においては、前記補強ブレースの上端部を前記上部構造に接続するためのブレース上部取付具を備え、前記ブレース上部取付具が、該ブレース上部取付具を前記上部構造に固着するための固定部材と、該固定部材に一体に設けられた円柱棒状の前記上側軸部と、を備え、前記固定部材は、前記上部構造の表面に接合して配設される固定プレートと、該固定プレートに上端を繋げて下方に突設されるとともに所定の間隔をあけて配設された一対の支持プレートと、を備え、前記上側軸部は、その両端を前記一対の支持プレートにそれぞれ支持させて配設されていてもよい。
さらに、本発明の吊り天井補強構造においては、前記固定プレートには、ボルトを挿通して前記固定部材を前記上部構造の表面に固着するための装着孔が形成されており、前記装着孔は、前記固定プレートの幅方向略中央に配設され、且つ、前記固定プレートの奥行方向の中央よりも一端部側に配設されていてもよい。
Further, in the suspended ceiling reinforcing structure of the present invention, a brace upper mounting tool for connecting an upper end portion of the reinforcing brace to the upper structure is provided, and the brace upper mounting tool uses the brace upper mounting tool for the upper structure. A fixing plate for fixing to the fixing member, and a cylindrical rod-shaped upper shaft portion provided integrally with the fixing member, wherein the fixing member is arranged so as to be bonded to the surface of the upper structure. And a pair of support plates that are connected to an upper end of the fixed plate and project downwardly and are arranged at a predetermined interval. The upper shaft portion has both ends of the pair of support plates. May be supported and disposed.
Furthermore, in the suspended ceiling reinforcing structure of the present invention, the fixing plate is provided with a mounting hole for inserting a bolt to fix the fixing member to the surface of the upper structure, and the mounting hole is The fixing plate may be arranged substantially in the center in the width direction, and may be arranged closer to one end side than the center in the depth direction of the fixing plate.

本発明の吊り天井補強構造によれば、補強ブレースの上端部側と下端部側がそれぞれ軸部に回転自在に連結して設けられているため、上端部側の固定部と下端部側の固定部を確実にピン結合状態にすることができる。   According to the suspended ceiling reinforcing structure of the present invention, since the upper end portion side and the lower end portion side of the reinforcing brace are rotatably connected to the shaft portion, respectively, the fixing portion on the upper end portion side and the fixing portion on the lower end portion side are provided. Can be surely brought into a pin-coupled state.

これにより、補強ブレースの上端部や下端部の固定部が安定した挙動を示し(ばらつきを排除し)、常に想定した部材が損傷するようにすることができる。よって、地震などに伴う弾性変形・変位範囲内での機能維持性能を確保しつつ、想定を超える変形・変位が生じた際の終局状況をコントロールすることが可能になる。   As a result, the fixed portions at the upper end portion and the lower end portion of the reinforcing brace exhibit stable behavior (variation is eliminated), and it is possible to always damage assumed members. Therefore, it is possible to control the ultimate situation when the deformation / displacement exceeds the assumption while securing the function maintaining performance within the elastic deformation / displacement range due to an earthquake or the like.

本発明の一実施形態に係る吊り天井補強構造を示す図である。It is a figure which shows the suspended ceiling reinforcement structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る吊り天井補強構造の補強ブレースの上端部側の固定部を示す図である。It is a figure which shows the fixed part by the side of the upper end part of the reinforcement brace of the suspended ceiling reinforcement structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る吊り天井補強構造の補強ブレースの下端部側の固定部を示す図である。It is a figure which shows the fixed part by the side of the lower end part of the reinforcement brace of the suspended ceiling reinforcement structure which concerns on one Embodiment of this invention. 吊り天井構造を示す斜視図である。It is a perspective view showing a suspended ceiling structure. 吊り天井構造を示す斜視図である。It is a perspective view showing a suspended ceiling structure. 従来の補強ブレースの上部取付金具(上端部側の固定部)の一例を示す斜視図である。It is a perspective view which shows an example of the upper attachment metal fitting (fixed part by the side of an upper end part) of the conventional reinforcement brace. 従来の補強ブレースの下部取付金具(下端部側の固定部)の一例を示す斜視図である。It is a perspective view which shows an example of the lower attachment metal fitting (fixed part by the side of a lower end part) of the conventional reinforcement brace.

以下、図1から図3、図5を参照し、本発明の一実施形態に係る吊り天井補強構造について説明する。   Hereinafter, a suspended ceiling reinforcing structure according to an embodiment of the present invention will be described with reference to FIGS. 1 to 3 and 5.

ここで、本実施形態は、例えば学校、病院、生産施設、体育館、プール、空港ターミナルビル、オフィスビル、劇場、シネコン等の建物の天井として用いられる吊り天井を耐震補強、耐震改修するための吊り天井補強構造に関するものである。   Here, in this embodiment, for example, a suspension ceiling for use as a ceiling of a building such as a school, a hospital, a production facility, a gymnasium, a pool, an airport terminal building, an office building, a theater, and a cinema complex is subjected to seismic reinforcement and seismic retrofitting. The present invention relates to a ceiling reinforcing structure.

まず、本実施形態の吊り天井(吊り天井構造)Bは、図5に示すように、水平の一方向T1に所定の間隔をあけ、一方向T1に直交する他方向T2に延設される複数のTバー(断面逆T型の主鋼材)8と、上端を上部構造3に固着し、下端側をTバー8に接続して配設された複数の吊りボルト4と、天井下地7にビス留めして一体に取り付けられて天井面(天井部5)を形成する天井パネル(天井材)6とを備えて構成されている。   First, as shown in FIG. 5, the suspended ceiling (suspended ceiling structure) B according to the present embodiment is provided with a plurality of extending in the other direction T2 orthogonal to the one direction T1 with a predetermined interval in the horizontal direction T1. No. T bar (main steel material having an inverted T-shaped cross section) 8, a plurality of suspension bolts 4 fixed to the upper structure 3 at the upper end and connected to the T bar 8 at the lower end, and screws on the ceiling base 7. A ceiling panel (ceiling material) 6 which is fastened and integrally attached to form a ceiling surface (ceiling portion 5).

また、この吊り天井Bは、他方向T2に所定の間隔をあけ、一方向T1に延設され、隣り合うTバー8に架け渡して連結する複数の連結Tバー(断面逆T型の連結鋼材:不図示)を備え、Tバー8とこの連結Tバー、すなわち格子状に組み付けられた鋼材によって天井下地7が構成されている。 Further, the suspended ceiling B has a plurality of connecting T-bars (a connecting steel member having an inverted T-shaped cross-section) which is provided in the other direction T2 and extends in one direction T1 and is bridged and connected to the adjacent T-bars 8. (Not shown), the ceiling base 7 is composed of the T-bar 8 and the connected T-bars, that is, the steel materials assembled in a grid pattern.

さらに、吊りボルト4は、吊り部材接続用金具を介して天井下地7のTバー8に下端側を接続して設けられ、天井下地7を吊り下げ支持している。   Further, the hanging bolt 4 is provided by connecting the lower end side to the T bar 8 of the ceiling base 7 through a hanging member connecting fitting, and suspends and supports the ceiling base 7.

さらに、天井下地7の下面に、例えば直貼岩綿吸音板のような軽量の天井パネル6が、ビスを下側からこの天井パネル6、天井下地7に貫通させて固設されている。このように複数の天井パネル6を天井下地7に取り付けることで天井面が形成されている。   Further, on the lower surface of the ceiling base 7, a lightweight ceiling panel 6 such as a direct-adhered rock wool sound absorbing plate is fixedly installed with a screw penetrating the ceiling panel 6 and the ceiling base 7 from the lower side. In this way, the ceiling surface is formed by attaching the plurality of ceiling panels 6 to the ceiling base 7.

一方、本実施形態の吊り天井Bにおいては、図1に示すように、地震が発生した際の天井慣性力(水平力)を抑制し、天井部5の横揺れを抑えるための吊り天井補強構造Cが具備されている。   On the other hand, in the suspended ceiling B of the present embodiment, as shown in FIG. 1, a suspended ceiling reinforcement structure for suppressing the ceiling inertial force (horizontal force) when an earthquake occurs and suppressing the rolling of the ceiling portion 5. C is provided.

本実施形態の吊り天井補強構造Cは、補強ブレース10と、補強ブレース10の上端部を建物躯体の上部構造3に接続するためのブレース上部取付具15と、補強ブレース10の下端部を天井パネル6に接続するためのブレース下部取付具16とを備えて構成されている。すなわち、本実施形態の吊り天井補強構造Cでは、従来のように吊りボルト4や天井下地7ではなく、補強ブレース10の下端部を天井パネル6に接続して構成されている。なお、補強ブレース10の下端部を天井下地7に接続して構成してもよい。   The suspended ceiling reinforcement structure C of the present embodiment includes a reinforcement brace 10, an upper brace attachment 15 for connecting the upper end of the reinforcement brace 10 to the upper structure 3 of the building frame, and a lower end of the reinforcement brace 10 as a ceiling panel. 6 and a lower brace fixture 16 for connecting to 6. That is, in the suspended ceiling reinforcement structure C of the present embodiment, the lower end portion of the reinforcement brace 10 is connected to the ceiling panel 6 instead of the suspension bolt 4 and the ceiling base 7 as in the conventional case. The lower end of the reinforcing brace 10 may be connected to the ceiling base 7.

また、本実施形態の吊り天井補強構造Cにおいては、補強ブレース10が形鋼材であり、一対の補強ブレース10を一組とし、この組の一対の補強ブレース10を、一方向T1及び/又は他方向T2にそれぞれ正面視でV字状あるいはレ字状を呈するように並設し、各補強ブレース10の上端部、下端部をブレース上部取付具15とブレース下部取付具16でそれぞれ建物の上部構造3や天井パネル6に接続して構成されている。   Further, in the suspended ceiling reinforcing structure C of the present embodiment, the reinforcing brace 10 is a shaped steel material, and the pair of reinforcing braces 10 is one set, and the pair of reinforcing brace 10 of this set is connected in one direction T1 and / or another direction. They are arranged side by side in the direction T2 so as to have a V-shape or a V-shape when viewed from the front, and the upper end and the lower end of each reinforcing brace 10 are respectively connected to the upper brace fixture 15 and the lower brace fixture 16 to form the upper structure of the building. 3 and the ceiling panel 6 are connected.

次に、本実施形態のブレース上部取付具15は、図2に示すように、固定部材20と、軸線O1を水平方向に配して固定部材20に一体に設けられた円柱棒状の軸部21とを備え、補強ブレース10の上端部側に一体に設けられた連結棒10aを軸部21に連結して補強ブレース10を支持するように構成されている。   Next, as shown in FIG. 2, the brace upper mount 15 of the present embodiment has a columnar rod-shaped shaft portion 21 integrally provided on the fixing member 20 with the fixing member 20 and the axis O1 arranged in the horizontal direction. And a connecting rod 10a integrally provided on the upper end side of the reinforcing brace 10 is connected to the shaft portion 21 to support the reinforcing brace 10.

固定部材20は、ブレース上部取付具15を建物躯体の上部構造3に固着するための部材であり、上部構造3の表面に接合して配設される固定プレート20aと、固定プレート20aに上端を繋げて下方に突設されるとともに所定の間隔をあけて配設された一対の支持プレート20bとを備えて形成されている。   The fixing member 20 is a member for fixing the brace upper fitting 15 to the upper structure 3 of the building structure, and has a fixing plate 20a arranged to be bonded to the surface of the upper structure 3 and an upper end of the fixing plate 20a. It is formed by including a pair of support plates 20b which are connected to each other so as to project downward and are arranged at a predetermined interval.

また、固定プレート20aには、上部構造3にアンカーなどで固定されたボルト23を挿通して固定部材20を上部構造3の表面に固着するための装着孔20cが形成されている。また、装着孔20cは、固定プレート20aの幅方向略中央に配設され、且つ固定プレート20aの奥行方向の中央よりも一端部側に配設されている。   Further, the fixing plate 20a is formed with a mounting hole 20c for inserting the bolt 23 fixed to the upper structure 3 by an anchor or the like to fix the fixing member 20 to the surface of the upper structure 3. Further, the mounting hole 20c is arranged substantially at the center in the width direction of the fixed plate 20a, and is arranged at one end side with respect to the center in the depth direction of the fixed plate 20a.

軸部21はその両端を一対の支持プレート20bにそれぞれ支持させて配設されている。   The shaft portion 21 is arranged with both ends thereof supported by a pair of support plates 20b.

そして、本実施形態の吊り天井B、吊り天井補強構造Cにおいては、軸部21を連結棒10aの先端に設けられた挿通孔10bに挿通させて、補強ブレース10の上端部がブレース上部取付具15に連結されている。   Then, in the suspended ceiling B and the suspended ceiling reinforcement structure C of the present embodiment, the shaft portion 21 is inserted into the insertion hole 10b provided at the tip of the connecting rod 10a, and the upper end portion of the reinforcing brace 10 is a brace upper fixture. It is connected to 15.

これにより、本実施形態の補強ブレース10の上端部側を上部構造3に固定する固定部24は、上端部側を軸部21の水平方向に延びる軸線O1周りに回動自在にして補強ブレース10が上部構造3に接続されている。   Accordingly, the fixing portion 24 for fixing the upper end side of the reinforcing brace 10 of the present embodiment to the upper structure 3 is rotatable about the axis O1 extending in the horizontal direction of the shaft portion 21 so that the upper end side is rotatable. Are connected to the superstructure 3.

次に、本実施形態のブレース下部取付具16は、図3に示すように、軸線O2方向を水平方向に向けて配設される円柱棒状の軸部25と、板面を横方向に向けて立設され、軸部25を軸線O2周りに回動自在に支持するブレース接続部26と、ブレース接続部26の下端からブレース接続部26に直交する横方向に延設され、下面を天井パネル6の上面(裏面)に面接触させて設置されるとともに天井パネル6の下面(天井面)側からビス27を打ち込んで天井パネル6に固着される天井材固着部28とを備えて形成されている。   Next, as shown in FIG. 3, the lower brace fixture 16 of the present embodiment has a cylindrical rod-shaped shaft portion 25 arranged with the axis O2 direction oriented horizontally and a plate surface oriented laterally. A brace connecting portion 26 that is erected and supports the shaft portion 25 rotatably around the axis O2, and extends from the lower end of the brace connecting portion 26 in a lateral direction orthogonal to the brace connecting portion 26, and the lower surface thereof is the ceiling panel 6 And a ceiling material fixing portion 28 that is fixed to the ceiling panel 6 by driving a screw 27 from the lower surface (ceiling surface) side of the ceiling panel 6 and is installed in surface contact with the upper surface (back surface) of the ceiling panel 6. ..

そして、補強ブレース10はその下端部側が連結棒10cを介してブレース下部取付具16の軸部25に連結されている。   The reinforcing brace 10 has its lower end side connected to the shaft portion 25 of the brace lower attachment 16 via a connecting rod 10c.

これにより、本実施形態の補強ブレース10の下端部側を天井パネル6に固定する固定部29は、下端部側を軸部25の水平方向に延びる軸線O2周りに回動自在にして補強ブレース10が天井パネル6(天井部5)に接続されている。   As a result, the fixing portion 29 for fixing the lower end side of the reinforcing brace 10 of the present embodiment to the ceiling panel 6 allows the lower end side to be rotatable around the axis O2 extending in the horizontal direction of the shaft portion 25. Is connected to the ceiling panel 6 (ceiling part 5).

ここで、ブレース下部取付具16は、隣り合うTバー8の間隔(スパン)よりも大きな長さLを備えて形成するとともに、このブレース下部取付具16の下端側に、下面から上方に凹設され、ブレース下部取付具16を設置した状態で天井下地7のTバー8を嵌合させて天井下地7との干渉を防止するための天井下地嵌合凹部(不図示)を設けて形成することが好ましい。また、隣り合うTバー8をそれぞれ嵌合させるための一対の天井下地嵌合凹部を設けるようにしてもよい。   Here, the lower brace fixture 16 is formed to have a length L larger than the interval (span) between the adjacent T-bars 8 and is recessed upward from the lower surface on the lower end side of the lower brace fixture 16. In order to prevent interference with the ceiling base 7 by fitting the T bar 8 of the ceiling base 7 with the brace lower fixture 16 installed, a ceiling base fitting recess (not shown) is provided. Is preferred. In addition, a pair of ceiling base fitting recesses for fitting adjacent T-bars 8 may be provided.

さらに、天井下地嵌合凹部は、野縁1の大きさ、位置に合わせた野縁嵌合凹部と、Tバー8の大きさ、位置に合わせたTバー嵌合凹部を備えて形成してもよい。このように天井下地嵌合凹部を構成すると、天井下地7が野縁1を備えて形成されている場合、Tバー8を備えて形成されている場合のどちらのケースであっても同一のブレース下部取付具16を適用することができる。   Further, the ceiling base fitting concave portion may be formed by including a field edge fitting concave portion that matches the size and position of the field edge 1 and a T bar fitting concave portion that matches the size and position of the T bar 8. Good. When the ceiling base fitting portion is formed in this manner, the same brace is used in both cases where the ceiling base 7 is formed with the field edge 1 and the T bar 8. The lower fixture 16 can be applied.

そして、上記構成からなる本実施形態の吊り天井補強構造Cにおいては、補強ブレース10の上端部側と下端部側がそれぞれ軸部21、25に回転自在に連結して設けられているため、上端部側の固定部24と下端部側の固定部29を確実にピン結合状態にすることができる。   In the suspended ceiling reinforcing structure C of the present embodiment having the above-described configuration, the upper end portion and the lower end portion side of the reinforcing brace 10 are rotatably connected to the shaft portions 21 and 25, respectively. The fixed portion 24 on the side and the fixed portion 29 on the lower end side can be surely brought into the pin coupling state.

これにより、補強ブレース10の上端部や下端部の固定部24、29が安定した挙動を示し(ばらつきを排除し)、常に想定した部材が損傷するようにすることができる。よって、地震などに伴う弾性変形・変位範囲内での機能維持性能を確保しつつ、想定を超える変形・変位が生じた際の終局状況をコントロールすることが可能になる。   As a result, the fixing portions 24 and 29 at the upper end and the lower end of the reinforcing brace 10 exhibit stable behavior (variation is eliminated), and it is possible to always damage assumed members. Therefore, it is possible to control the ultimate situation when the deformation / displacement exceeds the assumption while securing the function maintaining performance within the elastic deformation / displacement range due to an earthquake or the like.

また、本実施形態の吊り天井補強構造Cにおいては、従来のように下端部を天井下地7の主鋼材(Tバー8や野縁1)ではなく、ブレース下部取付具16を介して天井パネル6に接続し、補強ブレース10を設置することができる。これにより、天井下地7の位置などの制約を受けずに補強ブレース10を設けることができ、また、天井下地7の強度などの制約を受けずに補強ブレース10を設けることができる。   Further, in the suspended ceiling reinforcement structure C of the present embodiment, the lower end portion is not the main steel material (T bar 8 or field edge 1) of the ceiling substrate 7 as in the conventional case, but the ceiling panel 6 is provided via the brace lower fixture 16. , And the reinforcing brace 10 can be installed. Thereby, the reinforcing brace 10 can be provided without being restricted by the position of the ceiling base 7, and the reinforcing brace 10 can be provided without being restricted by the strength of the ceiling base 7.

そして、天井下地7の位置などの制約を受けずに補強ブレース10を設けることができるため、補強ブレース10による耐震補強、耐震改修の自由度を大幅に高めることが可能になる。   Since the reinforcing brace 10 can be provided without being restricted by the position of the ceiling base 7, it is possible to greatly increase the degree of freedom of the seismic reinforcement and the seismic repair by the reinforcing brace 10.

また、天井下地7の強度などの制約を受けずに補強ブレース10を設けることができるため、従来よりも大型、高耐力の補強ブレースを設置することも可能になる。すなわち、例えば、従来では補強ブレースとしてC−40×20×10×1.6サイズの形鋼が多用されているが、本実施形態の吊り天井補強構造Cでは吊り長さが1000mm未満の場合にC−40×20×10×1.6を使用し、吊り長さが1000〜2000mm未満の場合にC−65×30×10×1.6、吊り長さが2000〜3000mm以下の場合にC−75×45×15×1.6などの大型サイズの形鋼を補強ブレース10として使用することが可能になる。よって、この点からも補強ブレース10による耐震補強、耐震改修の自由度を大幅に高めることが可能になる。   In addition, since the reinforcing brace 10 can be provided without being restricted by the strength of the ceiling base 7, it is possible to install a reinforcing brace having a larger size and higher yield strength than the conventional one. That is, for example, in the past, shaped steel having a size of C-40 × 20 × 10 × 1.6 is often used as a reinforcing brace, but in the suspended ceiling reinforcing structure C of the present embodiment, when the suspended length is less than 1000 mm. C-40 × 20 × 10 × 1.6 is used, C-65 × 30 × 10 × 1.6 when the suspension length is 1000 to less than 2000 mm, and C when the suspension length is 2000 to 3000 mm or less. It becomes possible to use a large-sized shaped steel such as −75 × 45 × 15 × 1.6 as the reinforcing brace 10. Therefore, also from this point, the degree of freedom of seismic retrofitting and retrofitting by the reinforcing brace 10 can be significantly increased.

また、ブレース下部取付具16が隣り合う主鋼材の間隔よりも大きな長さLをもって形成されていることにより、すなわち、天井下地7の一スパンよりも大きな長さLで形成されていることにより、地震時に天井下地7及び天井パネル6からなる天井部5に作用する水平力を効果的に補強ブレース10に伝達することができる。これにより、この吊り天井補強構造Cを設けることで、例えば固有周期0.1秒以下に吊り天井Bを高剛性化することができ、非常に優れた耐震性能を付与することが可能になる。すなわち、信頼性の高い耐震補強、耐震改修を実現することができる。   Further, since the brace lower fixture 16 is formed with a length L larger than the interval between the adjacent main steel materials, that is, with the length L larger than one span of the ceiling base 7, The horizontal force acting on the ceiling portion 5 including the ceiling base 7 and the ceiling panel 6 at the time of an earthquake can be effectively transmitted to the reinforcing brace 10. Thus, by providing this suspended ceiling reinforcing structure C, the suspended ceiling B can be made highly rigid within, for example, a natural period of 0.1 seconds or less, and extremely excellent earthquake resistance performance can be imparted. That is, it is possible to realize highly reliable seismic retrofitting and seismic retrofitting.

さらに、天井パネル6上の任意の位置にブレース下部取付具16を載置し、天井面側の下方からビス27で留めて天井パネル6に固着することで、容易にブレース下部取付具16を天井パネル6に一体に設置することができる。これにより、従来と比較し、補強ブレース10を設置する施工性を大幅に向上することができる。   Furthermore, by placing the brace lower fixture 16 at an arbitrary position on the ceiling panel 6, and fixing the brace lower fixture 16 to the ceiling panel 6 by fastening it with a screw 27 from below the ceiling surface side, the brace lower fixture 16 can be easily mounted on the ceiling panel 6. It can be installed integrally on the panel 6. As a result, the workability of installing the reinforcing brace 10 can be significantly improved as compared with the conventional case.

よって、本実施形態の吊り天井補強構造Cによれば、補強ブレース10の設置位置の制約を解消し、効果的且つ効率的に吊り天井構造Bを耐震補強、耐震改修することが可能になるとともに、優れた耐震性能を付与することが可能になる。   Therefore, according to the suspended ceiling reinforcing structure C of the present embodiment, it becomes possible to eliminate the restriction on the installation position of the reinforcing brace 10 and effectively and efficiently perform the earthquake resistant reinforcement and the earthquake resistant repair of the suspended ceiling structure B. It becomes possible to give excellent seismic performance.

以上、本発明に係る吊り天井補強構造の一実施形態について説明したが、本発明は上記の一実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。   Although one embodiment of the suspended ceiling reinforcing structure according to the present invention has been described above, the present invention is not limited to the above-mentioned one embodiment and can be appropriately modified without departing from the gist thereof.

例えば、本実施形態では、天井下地7が複数のTバー8(主鋼材)を備えて構成されているものとしたが、本発明に係る天井下地は、野縁1(主鋼材)と野縁受け2を備えて構成した天井下地7であってもよい。そして、野縁1と野縁受け2を備えて天井下地7が構成されている吊り天井に対しても本発明を適用することで本実施形態と同様の作用効果を得ることが可能である。   For example, in the present embodiment, the ceiling base 7 is configured to include a plurality of T-bars 8 (main steel material), but the ceiling base according to the present invention includes the field edge 1 (main steel material) and the field edge. The ceiling base 7 configured to include the receiver 2 may be used. By applying the present invention to a suspended ceiling in which the ceiling base 7 is provided with the field edge 1 and the field edge receiver 2, it is possible to obtain the same effect as that of the present embodiment.

また、本実施形態では、本発明に係る吊り天井補強構造を設けることで既存の吊り天井を耐震補強、耐震改修するように説明を行ったが、勿論、本発明に係る吊り天井補強構造は吊り天井の新設時に設置しても構わない。   In addition, in the present embodiment, the suspended ceiling reinforcing structure according to the present invention is provided so that the existing suspended ceiling is subjected to seismic retrofitting and seismic retrofitting. It may be installed when a new ceiling is installed.

さらに、本実施形態では、補強ブレース10の下端部をブレース下部取付具16を介して天井パネル6に回動自在に接続するものとして説明を行ったが、天井下地7に補強ブレース10の下端部を回動自在に接続するようにしてもよい。この場合においても、本実施形態と同様の効果を得ることができる。   Further, in the present embodiment, the description has been made assuming that the lower end portion of the reinforcing brace 10 is rotatably connected to the ceiling panel 6 via the brace lower attachment 16, but the lower end portion of the reinforcing brace 10 is attached to the ceiling base 7. May be rotatably connected. Even in this case, the same effect as the present embodiment can be obtained.

1 野縁(主鋼材)
2 野縁受け
3 建物の上部構造
4 吊りボルト(吊り部材)
5 天井部
6 天井パネル(天井材)
7 天井下地
8 Tバー(主鋼材)
9 建物構成部材(建物躯体)
10 補強ブレース
10a 連結棒
10b 挿通孔
10c 連結棒
11 従来の取付金具
12 従来の取付金具
13 従来の固定部
15 ブレース上部取付具
16 ブレース下部取付具
20 固定部材
20a 固定プレート
20b 支持プレート
20c 装着孔
21 軸部
23 ボルト
24 固定部
25 軸部
26 ブレース接続部
27 ビス
28 天井材固着部
A 従来の吊り天井(吊り天井構造)
B 吊り天井(吊り天井構造)
C 吊り天井補強構造
L ブレース下部取付具の長さ
O1 軸線
O2 軸線
T1 一方向
T2 他方向
T3 上下方向
1 Field edge (main steel)
2 Field fence 3 Building superstructure 4 Hanging bolts (hanging members)
5 Ceiling part 6 Ceiling panel (ceiling material)
7 Ceiling base 8 T bar (main steel)
9 Building components (building frame)
10 Reinforcing Brace 10a Connecting Rod 10b Insertion Hole 10c Connecting Rod 11 Conventional Mounting Metal Fitting 12 Conventional Mounting Metal Fitting 13 Conventional Fixing Part 15 Brace Upper Mounting Tool 16 Brace Lower Mounting Tool 20 Fixing Member 20a Fixing Plate 20b Supporting Plate 20c Mounting Hole 21 Shaft 23 Bolt 24 Fixing part 25 Shaft part 26 Brace connection part 27 Screw 28 Ceiling material fixing part A Conventional suspended ceiling (suspended ceiling structure)
B suspended ceiling (suspended ceiling structure)
C Suspended ceiling reinforcement structure L Length of bottom brace fixture O1 Axis O2 Axis T1 One direction T2 Other direction T3 Vertical direction

Claims (3)

水平の一方向に所定の間隔をあけて主鋼材を並設してなり、建物躯体の上部構造に吊り下げ支持される天井下地と、前記天井下地の前記主鋼材に取り付けられて天井面を形成する天井材とを備える吊り天井構造を補強するための吊り天井補強構造であって、
補強ブレースを備えてなり、
前記補強ブレースが、上端部側を、軸線方向を水平方向に向けつつ前記上部構造に支持された上側軸部に軸線周りに回動自在に連結し、下端部側を、軸線方向を水平方向に向けつつ前記天井材に支持された下側軸部に軸線周りに回動自在に連結して設けられており、
記天井材に固着して配設されるブレース下部取付具を備え、
前記ブレース下部取付具が、前記下側軸部と、板面を横方向に向けて立設され前記下側軸部を軸線周りに回動自在に支持するブレース接続部と、前記ブレース接続部の下端から該ブレース接続部に直交する横方向に延設され下面を前記天井材の上面に面接触させて設置されるとともに前記天井材の下面側からビスを打ち込んで前記天井材に固着される天井材固着部と、を備え、且つ、隣り合う前記主鋼材の前記一方向の間隔よりも大きな長さをもって形成されるとともに、下面から上方に凹設され、前記天井下地の前記主鋼材を嵌合可能な天井下地嵌合凹部を備えて形成されていることを特徴とする吊り天井補強構造。
A main steel material is arranged in parallel in a horizontal direction at a predetermined interval and is suspended and supported by the upper structure of the building frame, and a ceiling surface is formed by being attached to the main steel material of the ceiling base material. A suspended ceiling reinforcing structure for reinforcing a suspended ceiling structure comprising:
Equipped with reinforced braces,
The reinforcing brace has an upper end side rotatably connected to an upper shaft portion supported by the upper structure around the axis while the axial direction is oriented horizontally, and a lower end side of the upper brace in the horizontal direction. lower shaft portion supported in towards One One prior Symbol ceiling material is provided with pivotally connected about an axis to,
Comprising a brace lower fixture disposed by fixing before Symbol ceiling material,
The brace lower attachment is a brace connecting part that is erected upright with the lower shaft part and the plate surface in the lateral direction, and supports the lower shaft part so as to be rotatable about an axis, and the brace connecting part. laterally extending to the lower surface of the pre-Symbol pre Symbol by implanting screws from the lower surface side of the front Symbol ceiling material together when placed by surface contact with the upper surface of the ceiling material ceiling material that is orthogonal to the brace connecting portion from the lower end And a ceiling material fixing portion fixedly attached to the ceiling base material, and having a length larger than an interval between the main steel materials adjacent to each other in the one direction, and being recessed upward from a lower surface, A suspended ceiling reinforcing structure, characterized in that it is formed with a ceiling base fitting concave portion into which a main steel material can be fitted.
前記補強ブレースの上端部を前記上部構造に接続するためのブレース上部取付具を備え、
前記ブレース上部取付具が、該ブレース上部取付具を前記上部構造に固着するための固定部材と、該固定部材に一体に設けられた円柱棒状の前記上側軸部と、を備え、
前記固定部材は、前記上部構造の表面に接合して配設される固定プレートと、該固定プレートに上端を繋げて下方に突設されるとともに所定の間隔をあけて配設された一対の支持プレートと、を備え、
前記上側軸部は、その両端を前記一対の支持プレートにそれぞれ支持させて配設されている請求項1に記載の吊り天井補強構造。
A brace top fitting for connecting the upper end of the reinforcing brace to the superstructure,
The brace upper attachment includes a fixing member for fixing the brace upper attachment to the upper structure, and a cylindrical rod-shaped upper shaft portion integrally provided on the fixing member,
The fixing member includes a fixing plate that is disposed so as to be joined to the surface of the upper structure, and a pair of supports that are provided so as to project downward with the upper end connected to the fixing plate and that are spaced apart from each other by a predetermined distance. And a plate,
The suspended ceiling reinforcing structure according to claim 1, wherein the upper shaft portion is disposed with both ends thereof supported by the pair of support plates, respectively.
前記固定プレートには、ボルトを挿通して前記固定部材を前記上部構造の表面に固着するための装着孔が形成されており、
前記装着孔は、前記固定プレートの幅方向略中央に配設され、且つ、前記固定プレートの奥行方向の中央よりも一端部側に配設されている請求項2に記載の吊り天井補強構造。
In the fixing plate, a mounting hole for inserting a bolt and fixing the fixing member to the surface of the upper structure is formed,
The suspended ceiling reinforcing structure according to claim 2, wherein the mounting hole is disposed substantially in the center of the fixed plate in the width direction, and is disposed closer to one end than the center of the fixed plate in the depth direction.
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