JP6041142B2 - Suspended ceiling structure - Google Patents

Suspended ceiling structure Download PDF

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JP6041142B2
JP6041142B2 JP2013022414A JP2013022414A JP6041142B2 JP 6041142 B2 JP6041142 B2 JP 6041142B2 JP 2013022414 A JP2013022414 A JP 2013022414A JP 2013022414 A JP2013022414 A JP 2013022414A JP 6041142 B2 JP6041142 B2 JP 6041142B2
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ceiling
suspended
fuse
frame
frame portion
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JP2014152506A (en
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田中 栄次
栄次 田中
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Shimizu Corp
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Description

本発明は、吊り天井の構造に関する。   The present invention relates to a suspended ceiling 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(吊り天井構造)Aには、例えば図1及び図2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(吊り部材)4と、野縁1の下面にビス留めなどによって一体に取り付けられ、天井面(天井部5)を形成する天井パネル(天井材)6とを備えて構成したものがある。   Conventionally, suspended ceilings are frequently used as ceilings of buildings such as schools, hospitals, production facilities, gymnasiums, pools, airport terminal buildings, office buildings, theaters, cinecones, etc. (see, for example, Patent Document 1 and Patent Document 2). . And in the suspended ceiling (suspended ceiling structure) A, as shown in FIGS. 1 and 2, for example, a plurality of field edges 1 arranged in parallel at a predetermined interval in a horizontal direction T1, and a field edge 1 A plurality of field receivers 2 that are arranged in parallel in the other horizontal direction T2 at predetermined intervals and are integrally connected to a plurality of field edges 1, and the lower ends are connected to the field receiver 2. A plurality of suspension bolts (suspending members) 4 that are fixedly attached to an upper structure (building frame) 3 such as a floor material on the upper floor and the lower surface of the field edge 1 are integrally attached by screwing or the like. And a ceiling panel (ceiling material) 6 that forms a ceiling surface (ceiling part 5).

また、例えば図3に示すように、例えば、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に設置する必要がある吊り天井(吊り天井構造)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(断面逆T型の支持部材)7と、上端側を上階の床材(上部構造)等に固着し、下端側をTバー7に接続して配設された複数の吊りボルト(吊り部材)4と、一方向T1に隣り合うTバー7に架け渡すように配設されて天井面(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がある。   For example, as shown in FIG. 3, for example, a suspended ceiling (suspended ceiling structure) A in which a heavy equipment such as a fan filter unit is required to be installed on the ceiling as in a clean room, the horizontal direction A plurality of T bars (supporting members having a reverse T-shaped cross section) 7 that are arranged in parallel with T1 at a predetermined interval and extend in another direction T2 orthogonal to one direction T1, and an upper floor material (upper structure) on the upper end side ) And the like, and a plurality of suspension bolts (suspending members) 4 arranged with the lower end side connected to the T-bar 7 and the T-bar 7 adjacent to each other in one direction T1 are arranged over the ceiling. Some have a ceiling panel 6 that forms a surface (ceiling part 5).

一方、上記のように構成した吊り天井Aにおいては、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く、地震時に横揺れして、天井部5の端部が壁や柱、梁などの建物構成部材に衝突し、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。このため、従来、図2、図3に示すように、上部構造などに上端側を接続し、下端側を吊りボルト4や、野縁1、野縁受け2、Tバー7などの天井下地8に接続して補強ブレース9を設け、天井下地8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。   On the other hand, the suspended ceiling A configured as described above is easy to roll due to the horizontal force acting during the earthquake due to its structure, and the end of the ceiling portion 5 is wall, column, beam, etc. There is a possibility that the ceiling panel 6 may be damaged or fall off due to a collision with a building component. Therefore, conventionally, as shown in FIGS. 2 and 3, the upper end side is connected to the upper structure and the like, and the lower end side is the ceiling base 8 such as the suspension bolt 4, the field edge 1, the field edge receiver 2, and the T-bar 7. A reinforcing brace 9 is provided in connection with the ceiling, and the rolling of the ceiling portion 5 including the ceiling base 8 and the ceiling panel 6 is suppressed during an earthquake.

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

しかしながら、大規模地震などが発生して過大な外力が補強ブレースに作用し、この補強ブレースが座屈すると、大幅に且つ急激に耐力が低下し、天井パネルや天井下地の破損や脱落が生じるおそれがある。このため、この種の吊り天井に対しては、さらなる耐震性の向上が望まれるとともに、人命保護の観点から天井脱落をより確実に防止できるようにすることが強く望まれている。   However, if a large-scale earthquake or the like occurs and an excessive external force acts on the reinforcing brace, and this reinforcing brace buckles, the yield strength will drop significantly and suddenly, and the ceiling panel and ceiling base may be damaged or dropped off. There is. For this reason, further improvement in earthquake resistance is desired for this type of suspended ceiling, and it is strongly desired to prevent the ceiling from falling off more reliably from the viewpoint of protecting human life.

本発明は、上記事情に鑑み、耐震性能を向上させて地震時の天井部の横揺れを抑えることを可能にするとともに、地震時に天井材の脱落を確実に防止することを可能にする吊り天井構造を提供することを目的とする。   In view of the above circumstances, the present invention is a suspended ceiling that improves seismic performance and suppresses rolling of the ceiling part during an earthquake, and can reliably prevent falling off of the ceiling material during an earthquake. The purpose is to provide a 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.

本発明の吊り天井構造は、天井裏側の建物構成部材に上端側を接続した複数の吊り部材に吊り下げ支持された天井下地と、天井下地に取り付けて天井面を形成する板状の天井材とを備える吊り天井構造において、格子状に形成され、前記天井材の下方に、且つ前記天井材に接続し前記天井面に沿って配設されたフレーム部と、前記フレーム部の端部側に一端を接続し、他端を前記天井材の外周端部の横方向外側に配された建物構成部材に接続して配設され、予め設定した外力が作用するとともに前記フレーム部と前記建物構成部材の連結状態を解除するように構成されたヒューズ部と、前記フレーム部の端部側に一端を接続し、前記天井裏側の建物構成部材に他端を接続して設けられ、前記ヒューズ部による前記フレーム部と前記建物構成部材の連結状態が解除されるとともに、前記フレーム部を吊り下げ支持する吊り下げ支持部とを備えて構成されていることを特徴とする。   The suspended ceiling structure of the present invention includes a ceiling base suspended from and supported by a plurality of suspension members whose upper ends are connected to a building component on the back side of the ceiling, and a plate-like ceiling material that is attached to the ceiling base and forms a ceiling surface In the suspended ceiling structure comprising: a frame portion formed in a lattice shape, connected to the ceiling material and disposed along the ceiling surface, and one end on the end side of the frame portion And the other end is connected to a building component arranged on the outer side in the lateral direction of the outer peripheral end of the ceiling material, and a preset external force acts and the frame portion and the building component The fuse portion configured to release the connected state, and one end connected to the end portion side of the frame portion, and the other end connected to the building constituent member on the ceiling back side, the frame formed by the fuse portion And the building component With coupling state is released, characterized in that it is constituted by a suspension support portion for supporting hanging the frame portion.

また、本発明の吊り天井構造においては、前記ヒューズ部が、予め設定した外力が作用すると破断して、前記フレーム部と前記建物構成部材の連結状態を解除するように構成されていることが望ましい。   In the suspended ceiling structure of the present invention, it is desirable that the fuse portion is configured to break when a preset external force is applied, and to release the connection state between the frame portion and the building component. .

さらに、本発明の吊り天井構造においては、前記ヒューズ部が、前記天井下地と前記天井材からなる天井部に作用する水平力を吸収・減衰させるダンパーを備えて構成されていることがより望ましい。   Furthermore, in the suspended ceiling structure of the present invention, it is more preferable that the fuse portion includes a damper that absorbs and attenuates a horizontal force acting on the ceiling portion made of the ceiling base and the ceiling material.

本発明の吊り天井構造においては、格子状のフレーム部と、フレーム部と壁、柱、梁等の建物構成部材を連結するヒューズ部を備えていることにより、格子状のフレーム部からヒューズ部を介して天井材、天井部に作用する外力(地震時の水平力など)を建物構成部材に伝達することができ、吊り天井の耐震性能を向上させることができる。   In the suspended ceiling structure of the present invention, the fuse portion is connected to the lattice-shaped frame portion by providing a lattice-shaped frame portion and a fuse portion that connects the frame portion and a building component such as a wall, a pillar, or a beam. Thus, an external force (such as a horizontal force during an earthquake) acting on the ceiling material and the ceiling portion can be transmitted to the building component, and the seismic performance of the suspended ceiling can be improved.

また、ヒューズ部に地震時の水平力などの予め設定した外力(予め設定した外力以上の外力)が作用したり、破損するなどして脱落した天井材や天井部をフレーム部で受けることによりヒューズ部に予め設定した外力が作用すると、ヒューズ部が破断するなどし、このヒューズ部によるフレーム部と建物構成部材の連結状態が解除される。そして、このようにヒューズ部によるフレーム部と建物構成部材の連結状態が解除されると、格子状のフレーム部が吊り下げ支持部によって吊り下げ支持され、これらフレーム部と吊り下げ支持部がフェイルセーフネットとして機能し、天井材などの脱落を防止することができる。   Also, if the frame part receives a ceiling material or a ceiling part that has fallen due to a pre-set external force such as a horizontal force during an earthquake (an external force greater than a preset external force) acting on the fuse part or being damaged When a preset external force is applied to the part, the fuse part is broken, and the connection between the frame part and the building component by the fuse part is released. When the connection between the frame part and the building component by the fuse part is released in this way, the lattice-like frame part is supported by the suspension support part, and the frame part and the suspension support part are fail-safe. It functions as a net and can prevent the ceiling material from falling off.

よって、本発明の吊り天井構造によれば、格子状のフレーム部にヒューズ部と吊り下げ支持部を取り付けることで、耐震機構とフェイルセーフ機構の両機構を構成することができ、構造合理性及び経済性を高めて耐震性能の向上、天井材の脱落防止(フェイルセーフ性能の向上)を図ることが可能になる。   Therefore, according to the suspended ceiling structure of the present invention, by attaching the fuse part and the suspension support part to the lattice-like frame part, it is possible to configure both the earthquake-resistant mechanism and the fail-safe mechanism. It becomes possible to improve economy and improve seismic performance, and prevent ceiling materials from falling off (improve fail-safe performance).

また、本発明の吊り天井構造において、予め設定した外力が作用するとともにヒューズ部が破断してフレーム部と建物構成部材の連結状態が解除するようにした場合には、ヒューズ部の構成を簡易にすることができ、容易に且つ確実に、予め設定した外力が作用するとともにフレーム部と建物構成部材の連結状態を解除させることが可能になる。   In addition, in the suspended ceiling structure of the present invention, when a preset external force is applied and the fuse part is broken and the connection state between the frame part and the building component is released, the structure of the fuse part is simplified. Therefore, it is possible to easily and reliably apply a preset external force and to release the connection state between the frame portion and the building component.

また、本発明の吊り天井構造において、ヒューズ部がダンパーを備えて構成されていると、地震時に天井部に作用する水平力を吸収・減衰させることができ、天井部の横揺れを効果的に抑えることが可能になる。そして、このようにヒューズ部で天井部の横揺れを抑えることで、天井材や天井部の破損や脱落などを生じにくくすることができ、耐震性能を確実に向上させることが可能になる。   In addition, in the suspended ceiling structure of the present invention, when the fuse part is configured with a damper, the horizontal force acting on the ceiling part during an earthquake can be absorbed and attenuated, and the rolling of the ceiling part is effectively prevented. It becomes possible to suppress. And by suppressing the rolling of a ceiling part by a fuse part in this way, it becomes difficult to produce a breakage | damage or drop | offset of a ceiling material or a ceiling part, and it becomes possible to improve an earthquake-proof performance reliably.

野縁と野縁受けで天井下地が構成された吊り天井構造を示す斜視図である。It is a perspective view which shows the suspended ceiling structure where the ceiling base was comprised by the field edge and the field edge receiver. 野縁と野縁受けで天井下地が構成された吊り天井構造を示す側断面図である。It is a sectional side view which shows the suspended ceiling structure where the ceiling base was comprised by the field edge and the field edge receiver. Tバーで天井下地が構成された吊り天井構造を示す斜視図である。It is a perspective view which shows the suspended ceiling structure by which the ceiling base | substrate was comprised with T bar. 本発明の一実施形態にかかる吊り天井構造を示す側断面図である。It is a sectional side view which shows the suspended ceiling structure concerning one Embodiment of this invention. 本発明の一実施形態にかかる吊り天井構造を示す天井面側からの斜視図である。It is a perspective view from the ceiling surface side which shows the suspended ceiling structure concerning one Embodiment of this invention. 本発明の一実施形態にかかる吊り天井構造を示す側断面図であり、通常の地震時にヒューズ部によって地震力を建物構成部材に伝達している状態を示す側断面である。It is a sectional side view showing the suspended ceiling structure concerning one embodiment of the present invention, and is a sectional side view showing the state where seismic force is transmitted to the building component by the fuse part at the time of a normal earthquake. 本発明の一実施形態にかかる吊り天井構造を示す側断面図であり、大規模地震などによって天井に脱落が生じた際に、ヒューズ部が破断し、フレーム部と吊り下げ支持部がフェイルセーフネットとして機能している状態を示す側断面図である。1 is a side sectional view showing a suspended ceiling structure according to an embodiment of the present invention, and when a ceiling is dropped due to a large-scale earthquake or the like, a fuse part is broken, and a frame part and a suspension support part are fail-safe nets. It is a sectional side view which shows the state which is functioning as.

以下、図1から図7を参照し、本発明の一実施形態に係る吊り天井構造について説明する。ここで、本実施形態は、優れた耐震性能を備えるとともに天井脱落に対する優れたフェイルセーフ性能を備えた吊り天井の構造に関するものである。   Hereinafter, a suspended ceiling structure according to an embodiment of the present invention will be described with reference to FIGS. 1 to 7. Here, the present embodiment relates to a suspended ceiling structure that has excellent seismic performance and excellent fail-safe performance against falling off the ceiling.

本実施形態の吊り天井(吊り天井構造)Bは、図1及び図2に示した吊り天井Aと同様に、野縁1と野縁受け2と吊り部材(吊りボルト)4と天井材6と補強ブレース9とを備えて構成されている。   The suspended ceiling (suspended ceiling structure) B of this embodiment is similar to the suspended ceiling A shown in FIGS. 1 and 2, the field edge 1, the field edge receiver 2, the suspension member (suspending bolt) 4, and the ceiling material 6. A reinforcing brace 9 is provided.

野縁1は、例えば断面コ字状に形成された溝形鋼であり、水平に延設され、且つ水平の一方向の横方向T1に所定の間隔をあけ、平行に複数配設されている。   The field edge 1 is, for example, a grooved steel having a U-shaped cross section, and extends horizontally, and is arranged in parallel at a predetermined interval in a horizontal direction T1 in one horizontal direction. .

野縁受け2は、例えば断面コ字状に形成された溝形鋼であり、水平に延設され、且つ水平の他方向の横方向T2に所定の間隔をあけ、平行に複数配設されている。また、このとき、野縁受け2は、野縁1と交差するように配設されるとともに、複数の野縁1上に載置した状態で配設される。そして、各野縁受け2は、野縁1と交差する交差部で、クリップ(野縁接続用金具)10を使用することにより野縁1に接続されている。   The field edge receiver 2 is, for example, a grooved steel having a U-shaped cross section, is horizontally extended, and is arranged in parallel with a predetermined interval in the horizontal direction T2 in the other horizontal direction. Yes. At this time, the field edge receiver 2 is disposed so as to intersect the field edge 1 and is disposed in a state of being placed on the plurality of field edges 1. Each field edge receiver 2 is connected to the field edge 1 by using a clip (field edge connection fitting) 10 at an intersection where it intersects the field edge 1.

吊り部材4は、円柱棒状に形成されるとともに外周面に雄ネジの螺刻を有する吊りボルトであり、上端を上階の床材等の上部構造3(天井裏側の建物構成部材13)に固着、または鋼製の根太等に緊結して垂下され、下端側を、ハンガー(吊り部材接続用金具)11を用いることにより野縁受け2に接続して複数配設されている。また、複数の吊り部材4は、所定の間隔をあけて分散配置されている。   The suspension member 4 is a suspension bolt that is formed in a cylindrical bar shape and has an external thread threaded on the outer peripheral surface thereof, and its upper end is fixed to the upper structure 3 (the building component member 13 on the back side of the ceiling) such as an upper floor. Alternatively, the hanger (hanging member connecting bracket) 11 is used to connect the lower end side to the field receiver 2 by using a hanger (hanging member connecting bracket) 11. Further, the plurality of suspension members 4 are dispersedly arranged at a predetermined interval.

天井材(天井パネル)6は、2枚のボードを貼り付けて一体に積層形成したものであり、例えば天井付帯設備等の重量と併せて、1mあたり20kg程度の重量で形成されている。そして、この天井材6は、複数の野縁1の下面にビス留めなどして設置されている。なお、天井材6は、1枚および3枚以上のボードで構成されていてもよい。 The ceiling material (ceiling panel) 6 is formed by laminating two boards and integrally stacking them. For example, the ceiling material (ceiling panel) 6 is formed with a weight of about 20 kg per 1 m 2 together with the weight of a ceiling accessory. The ceiling material 6 is installed on the lower surfaces of the plurality of field edges 1 by screws or the like. The ceiling material 6 may be composed of one board and three or more boards.

補強ブレース9は、例えば断面コ字状に形成された溝形鋼であり、上部構造3などに上端側を接続し、下端側を吊りボルト4や野縁1、野縁受け2などに接続して設けられている。なお、補強ブレース9は必ずしも具備されていなくてもよい。   The reinforcing brace 9 is, for example, a grooved steel formed in a U-shaped cross section. The upper end side is connected to the upper structure 3 and the lower end side is connected to the suspension bolt 4, the field edge 1, the field edge receiver 2, and the like. Is provided. Note that the reinforcing brace 9 is not necessarily provided.

そして、この吊り天井Bでは、吊り部材4を介して建物の上部構造3に、野縁1と野縁受け2と天井材6とが吊り下げ支持されている。また、野縁1と野縁受け2によって天井下地8が形成され、この天井下地8に取り付けた天井材6によって下階の天井面が、また、天井下地8と天井材6によって天井部5が形成されている。また、地震時など、天井下地8と天井材6からなる天井部5に作用する外力を補強ブレース9によって建物構成部材(建物躯体)に伝達させることで天井部5の横揺れが抑制される。   In the suspended ceiling B, the field edge 1, the field edge receiver 2, and the ceiling material 6 are suspended and supported by the upper structure 3 of the building via the suspension member 4. Further, the ceiling base 8 is formed by the field edge 1 and the field edge receiver 2, the ceiling surface 6 of the lower floor is formed by the ceiling material 6 attached to the ceiling base 8, and the ceiling portion 5 is formed by the ceiling base 8 and the ceiling material 6. Is formed. Moreover, the rolling of the ceiling part 5 is suppressed by transmitting the external force which acts on the ceiling part 5 which consists of the ceiling base 8 and the ceiling material 6 to a building structural member (building frame) by the reinforcement brace 9 at the time of an earthquake.

一方、本実施形態の吊り天井Bにおいては、図4及び図5に示すように、格子状に形成され、天井材6、天井部5の下方に、且つ天井材6に接続し天井面に沿って配設されたフレーム部15と、フレーム部15の端部側に一端を接続し、他端を天井材6、天井部5の外周端部の横方向T1、T2外側に配された例えば柱や壁12、梁などの建物構成部材13に接続して配設されたヒューズ部16と、フレーム部15の端部側に一端を接続し、上部構造3などの天井裏側の建物構成部材13に他端を接続して設けられた吊り下げ支持部17とを備えて構成されている。   On the other hand, in the suspended ceiling B of the present embodiment, as shown in FIGS. 4 and 5, the suspension ceiling B is formed in a lattice shape, and is connected to the ceiling material 6 below the ceiling material 6 and the ceiling portion 5 and along the ceiling surface. One end is connected to the end portion of the frame portion 15 and the end portion of the frame portion 15, and the other end is arranged on the outside in the lateral direction T 1, T 2 of the outer peripheral end portion of the ceiling member 6 and the ceiling portion 5, for example. One end is connected to the end of the frame part 15 and the fuse part 16 connected to the building constituent member 13 such as the wall 12 and the beam 12 and the building constituent member 13 on the back side of the ceiling such as the upper structure 3 The suspension support portion 17 is provided with the other end connected thereto.

フレーム部15は、アルミ押出形鋼、スチール部材、ワイヤーなどの複数の引張材15aを天井部5の下方で一方向T1と他方向T2にそれぞれ延設するとともに、例えば900〜1800mmピッチに配設することによって、格子状に形成されている。また、これら複数の引張材15aは、ビスなどを用いて天井材6に固定して取り付けられている。なお、引張材15aは、鋼板、炭素繊維シートなどを用いた板状部材、棒状部材、帯状部材、テープ状部材、シート状部材であってもよい。なお、天井面(天井部5)自体に十分な強度があり、及びその落下を防止する処置がなされている場合には、フレーム部15を用いず、天井面に直接、詳細を後述するヒューズ部16と吊り下げ支持部17を接続することも可能である。   The frame portion 15 extends a plurality of tensile materials 15a such as aluminum extruded shape steel, steel members, and wires in one direction T1 and the other direction T2 below the ceiling portion 5, and is disposed at a pitch of 900 to 1800 mm, for example. By doing so, it is formed in a lattice shape. The plurality of tensile members 15a are fixedly attached to the ceiling member 6 using screws or the like. The tensile material 15a may be a plate-like member, a rod-like member, a strip-like member, a tape-like member, or a sheet-like member using a steel plate, a carbon fiber sheet, or the like. When the ceiling surface (ceiling portion 5) itself has sufficient strength and measures are taken to prevent its falling, the fuse portion, which will be described in detail later, directly on the ceiling surface without using the frame portion 15. It is also possible to connect 16 and the suspension support part 17.

ヒューズ部16は、フレーム部15を構成する各引張材15aの一端部側と他端部側にそれぞれ接続して配設されている。また、ヒューズ部16は、引張材15a(フレーム部15)の端部側に一端を接続し、他端を天井材6、天井部5の外周端部の横方向外側に配された柱や壁12、梁などの建物構成部材13に接続して配設されている。本実施形態では、ヒューズ部16が天井面に沿う水平方向T1、T2に延設され、フレーム部15の引張材15aと建物構成部材13を連結している。   The fuse portion 16 is disposed so as to be connected to one end portion side and the other end portion side of each tension member 15 a constituting the frame portion 15. The fuse portion 16 has one end connected to the end of the tension member 15a (frame portion 15), the other end of the ceiling member 6 and the column or wall disposed on the outer side in the lateral direction of the outer peripheral end of the ceiling portion 5. 12, connected to a building component 13 such as a beam. In this embodiment, the fuse part 16 is extended in the horizontal directions T1 and T2 along a ceiling surface, and has connected the tension | tensile_strength material 15a of the frame part 15, and the building structural member 13. FIG.

さらに、ヒューズ部16は、地震時など、予め設定した外力(設定した外力を上回る力)が作用すると、フレーム部15と建物構成部材13の連結状態を解除するように構成されている。具体的には、所定の強度で破断する材料を用いる他、摩擦機構や機械制御など、様々な構造のヒューズ部16を状況に応じて適用する。さらに、本実施形態のヒューズ部16は、地震などによって天井部5に作用する水平力を吸収・減衰させるダンパー16aを備えて構成されている。但し、ダンパー16aは必ずしも必要ではない。   Further, the fuse portion 16 is configured to release the connection state between the frame portion 15 and the building component 13 when a preset external force (force exceeding the set external force) is applied, such as during an earthquake. Specifically, in addition to using a material that breaks at a predetermined strength, a fuse portion 16 having various structures such as a friction mechanism and mechanical control is applied depending on the situation. Furthermore, the fuse part 16 of the present embodiment is configured to include a damper 16a that absorbs and attenuates a horizontal force acting on the ceiling part 5 due to an earthquake or the like. However, the damper 16a is not necessarily required.

吊り下げ支持部17は、フレーム部15を構成する各引張材15aの一端部側と他端部側にそれぞれ接続して設けられている。また、本実施形態の吊り下げ支持部17は、フレーム部15の端部側に一端を接続し、建物の上階の床スラブや梁などの上部構造3に他端を接続して設けられている。この吊り下げ支持部17は、例えば、ワイヤー、炭素繊維シートなどの帯状部材、テープ状部材、シート状部材などを用いて形成されている。すなわち、所定の強度を備えつつある程度フレキシブルな材料を用いて形成されている。そして、本実施形態では、この吊り下げ支持部17が、予め所定の緩みを持たせた状態で建物の上部構造3とフレーム部15に接続して設けられている。   The suspension support portion 17 is provided so as to be connected to one end side and the other end side of each tension member 15 a constituting the frame portion 15. The suspension support portion 17 of the present embodiment is provided with one end connected to the end portion side of the frame portion 15 and the other end connected to the upper structure 3 such as a floor slab or beam on the upper floor of the building. Yes. This suspension support part 17 is formed using strip | belt-shaped members, such as a wire and a carbon fiber sheet, a tape-shaped member, a sheet-like member, etc., for example. That is, it is formed using a material that has a predetermined strength and is flexible to some extent. In the present embodiment, the suspension support portion 17 is provided so as to be connected to the upper structure 3 and the frame portion 15 of the building in a state in which a predetermined looseness is provided in advance.

なお、吊り下げ支持部の他端は、天井裏側の建物構成部材13に接続されていればよく、上階の床スラブや梁の他に、天井裏側の壁や柱、梁などの建物構成部材13に接続するようにしてもよい。すなわち、この吊り下げ支持部17は、ヒューズ部16によるフレーム部15と建物構成部材13の連結状態が解除された状態で、フレーム部15を吊り下げ支持することができるようにその他端が建物構成部材13に接続されていればよい。   In addition, the other end of the suspension support portion only needs to be connected to the building component 13 on the back side of the ceiling. In addition to the floor slabs and beams on the upper floor, the building components such as walls, columns, and beams on the back side of the ceiling 13 may be connected. That is, the other end of the suspension support portion 17 is configured so that the frame portion 15 can be suspended and supported in a state where the connection state between the frame portion 15 and the building component 13 by the fuse portion 16 is released. What is necessary is just to be connected to the member 13. FIG.

次に、上記構成からなる本実施形態の吊り天井構造Bの作用及び効果について説明する。   Next, the operation and effect of the suspended ceiling structure B of the present embodiment having the above configuration will be described.

本実施形態の吊り天井構造Bにおいては、格子状のフレーム部15とヒューズ部16を備えていることにより、図6に示すように、例えば小中規模の地震時など、通常の地震時には、格子状のフレーム部15からヒューズ部16を介して天井部5に生じる外力(地震力、水平力)が建物構成部材13に伝達される。このため、補強ブレース9だけでなく、格子状のフレーム部15とヒューズ部16が地震力を水平に伝達する耐震要素、耐震機構として機能し、地震時の吊り天井構造Bの天井部5の揺れが小さく抑えられる。   In the suspended ceiling structure B of the present embodiment, the grid-like frame portion 15 and the fuse portion 16 are provided, so that, as shown in FIG. External force (earthquake force, horizontal force) generated in the ceiling portion 5 is transmitted from the frame-shaped frame portion 15 to the building component 13 via the fuse portion 16. For this reason, not only the reinforcing brace 9 but also the lattice-like frame portion 15 and the fuse portion 16 function as an earthquake-resistant element and an earthquake-resistant mechanism for horizontally transmitting the seismic force, and the shaking of the ceiling portion 5 of the suspended ceiling structure B during an earthquake. Can be kept small.

また、本実施形態では、ヒューズ部16がダンパー16aを備えて構成されているため、ヒューズ部16のダンパー16aによって地震時に吊り天井Bに作用する外力が吸収・減衰され、天井部5の揺れがさらに小さく抑えられる。   In the present embodiment, since the fuse portion 16 is configured to include the damper 16a, the external force acting on the suspended ceiling B during an earthquake is absorbed and attenuated by the damper 16a of the fuse portion 16, and the ceiling portion 5 is shaken. Furthermore, it can be kept small.

一方、図7に示すように、例えば大規模地震時に、ヒューズ部16に予め設定した外力(予め設定した外力を上回る力)が作用したり、天井下地8や天井材6が破損するなどして脱落し、フレーム部15で脱落した天井材6などを受けることでヒューズ部16に予め設定した外力が作用するとともに、ヒューズ部16が破断するなどして、ヒューズ部16によるフレーム部15と建物構成部材13の連結状態が解除される。   On the other hand, as shown in FIG. 7, when a large-scale earthquake occurs, for example, a preset external force (a force exceeding the preset external force) acts on the fuse portion 16, or the ceiling base 8 or the ceiling material 6 is damaged. The frame part 15 and the building structure formed by the fuse part 16 are subjected to a preset external force acting on the fuse part 16 by receiving the ceiling member 6 and the like that have fallen off and dropped at the frame part 15 and the fuse part 16 is broken. The connected state of the member 13 is released.

そして、このとき、格子状のフレーム部15と吊り下げ支持部17を備えていることにより、フレーム部15が吊り下げ支持部17によって吊り下げ支持される。これにより、これらフレーム部15と吊り下げ支持部17がフェイルセーフネットとして機能し、天井材6などの脱落が確実に防止される。   At this time, since the grid-like frame portion 15 and the suspension support portion 17 are provided, the frame portion 15 is suspended and supported by the suspension support portion 17. As a result, the frame portion 15 and the suspension support portion 17 function as a fail-safe net, and the falling off of the ceiling material 6 and the like is reliably prevented.

したがって、本実施形態の吊り天井構造Bにおいては、格子状のフレーム部15と、フレーム部15と壁、柱、梁等の建物構成部材13を連結するヒューズ部16を備えていることにより、格子状のフレーム部15からヒューズ部16を介して天井材6、天井部5に作用する外力(地震時の水平力など)を建物構成部材13に伝達することができ、吊り天井Bの耐震性能を向上させることができる。これにより、例えば中小規模の地震が発生した場合に、天井材6に破損が生じることがなく、BCP(事業継続計画)などの上でも優れた吊り天井構造Bにすることができる。   Therefore, in the suspended ceiling structure B of the present embodiment, the grid-like frame portion 15 and the fuse portion 16 that connects the frame portion 15 and the building component 13 such as a wall, a column, and a beam are provided. External force (such as a horizontal force during an earthquake) acting on the ceiling material 6 and the ceiling portion 5 from the frame-shaped frame portion 15 through the fuse portion 16 can be transmitted to the building component 13, and the seismic performance of the suspended ceiling B can be improved. Can be improved. Thereby, for example, when a small and medium-scale earthquake occurs, the ceiling material 6 is not damaged, and the suspended ceiling structure B can be made excellent on BCP (Business Continuity Plan).

また、ヒューズ部16に地震時の水平力などの予め設定した外力が作用したり、破損するなどして脱落した天井材6や天井部5をフレーム部15で受けることによりヒューズ部16に予め設定した外力が作用するとともに、ヒューズ部16が破断するなどして、ヒューズ部16によるフレーム部15と建物構成部材13の連結状態を解除することができる。そして、このようにヒューズ部16によるフレーム部15と建物構成部材13の連結状態が解除されることにより、格子状のフレーム部15が吊り下げ支持部17によって吊り下げ支持され、これらフレーム部15と吊り下げ支持部17がフェイルセーフネットとして機能して、天井材6などの脱落を防止することができる。これにより、地震時などに、天井材6などが脱落して人身安全を脅かすことをなくすことができる。   In addition, the frame portion 15 receives the ceiling material 6 or the ceiling portion 5 that has fallen off when a preset external force such as a horizontal force at the time of an earthquake acts on the fuse portion 16 or breaks, and the fuse portion 16 is preset. When the external force acts, the fuse portion 16 is broken, and the connection between the frame portion 15 and the building component 13 by the fuse portion 16 can be released. Then, by releasing the connection state of the frame portion 15 and the building component 13 by the fuse portion 16 in this way, the lattice-like frame portion 15 is supported by being suspended by the suspension support portion 17. The suspension support portion 17 functions as a fail-safe net, and can prevent the ceiling material 6 and the like from falling off. Thereby, it is possible to prevent the ceiling material 6 from dropping off and threatening personal safety during an earthquake.

また、建物構成部材(建物躯体)13の強度やBCP等の条件に応じてヒューズ部16が破断する耐力を自由に設定することができ、想定地震力に対し、適切な耐震性能を付与することが可能になる。   In addition, the strength at which the fuse portion 16 breaks can be freely set according to the strength of the building component (building frame) 13 and the conditions such as BCP, and appropriate seismic performance is imparted to the assumed seismic force. Is possible.

さらに、例えば吊り下げ支持部17の長さや吊元の位置を調整しておくことで、脱落した天井材6などを受け、フェイルセーフネットとしてフレーム部15及び吊り下げ支持部17が機能する際に、天井鉛直変位を小さく抑えることもできる。すなわち、設備等の条件に応じてフェイルセーフネットのように機能する際の鉛直変位位置を自在に調整、設定することができる。   Further, for example, by adjusting the length of the suspension support portion 17 and the position of the suspension base, when the dropped ceiling material 6 is received and the frame portion 15 and the suspension support portion 17 function as a fail-safe net. In addition, the vertical displacement of the ceiling can be reduced. That is, it is possible to freely adjust and set the vertical displacement position when functioning like a fail-safe net depending on conditions such as equipment.

よって、本実施形態の吊り天井構造Bによれば、格子状のフレーム部15(単一の引張材15a)にヒューズ部16と吊り下げ支持部17を取り付けることで、耐震機構とフェイルセーフ機構の両機構を構成することができ、構造合理性及び経済性を高めて耐震性能の向上、天井材6の脱落防止(フェイルセーフ性能の向上)を図ることが可能になる。   Therefore, according to the suspended ceiling structure B of the present embodiment, the fuse portion 16 and the suspension support portion 17 are attached to the lattice-like frame portion 15 (single tension member 15a), so that the seismic mechanism and the fail-safe mechanism are provided. Both mechanisms can be configured, and it becomes possible to improve the seismic performance and prevent the ceiling material 6 from falling off (improve the fail-safe performance) by improving the structural rationality and economy.

また、このとき、耐震機構からフェイルセーフ機構に移行する耐力レベル(ヒューズ部16による連結状態が解除される外力の大きさ)を自由に且つ適切に設定することができ、設計の自由度と信頼性を高めて耐震性能を向上させることが可能になる。   At this time, the proof strength level (the magnitude of the external force that releases the connection state by the fuse portion 16) from the seismic proof mechanism to the fail safe mechanism can be set freely and appropriately, and the degree of freedom in design and reliability It is possible to improve the seismic performance by improving the performance.

さらに、新設の吊り天井Bでも、既設の吊り天井Bに対するあと施工でも適用することができ、新設、既設を問わず、比較的容易に施工して、吊り天井Bの耐震性能、フェイルセーフ性能を付与、向上させることができる。   In addition, it can be applied to new suspended ceilings B and post-installation to existing suspended ceilings B. It can be installed relatively easily regardless of whether it is newly installed or existing, and the seismic performance and fail-safe performance of suspended ceiling B can be improved. Can be given and improved.

また、本実施形態の吊り天井構造Bにおいては、予め設定した外力が作用するとともにヒューズ部16が破断してフレーム部15と建物構成部材13の連結状態が解除するようにすると、ヒューズ部16の構成を簡易にすることができ、容易に且つ確実に、予め設定した外力が作用するとともにフレーム部15と建物構成部材13の連結状態を解除させることが可能になる。   Further, in the suspended ceiling structure B of the present embodiment, when a preset external force acts and the fuse portion 16 is broken and the connection state between the frame portion 15 and the building component 13 is released, the fuse portion 16 The configuration can be simplified, and a preset external force can be applied easily and reliably, and the connection between the frame portion 15 and the building component 13 can be released.

また、ヒューズ部16がダンパー16aを備えて構成されていると、地震時に天井部5に作用する外力を吸収・減衰させることができ、天井部5の横揺れを効果的に抑えることが可能になる。そして、このようにヒューズ部16で天井部5の横揺れを抑えることで、天井材6や天井部5の破損や脱落などを生じにくくすることができ、耐震性能を確実に向上させることが可能になる。   In addition, when the fuse portion 16 is configured to include the damper 16a, it is possible to absorb and attenuate external force acting on the ceiling portion 5 during an earthquake, and to effectively suppress the rolling of the ceiling portion 5. Become. And by suppressing the rolling of the ceiling part 5 with the fuse part 16 in this way, it is possible to prevent the ceiling material 6 or the ceiling part 5 from being damaged or dropped off, and it is possible to reliably improve the earthquake resistance. become.

以上、本発明に係る吊り天井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。   As mentioned above, although one embodiment of the suspended ceiling structure according to the present invention has been described, the present invention is not limited to the above-described embodiment, and can be changed as appropriate without departing from the spirit of the present invention.

例えば、図3に示した複数のTバー7と、複数の吊りボルト(吊り部材)4と、隣り合うTバー7に架け渡すように配設されて天井面を形成する天井材6とを備えたライン式の吊り天井に、本実施形態と同様のフレーム部15とヒューズ部16と吊り下げ支持部17を設けて吊り天井構造Bを構成してもよい。すなわち、吊り下げ支持された天井下地8に、天井面を形成する天井材6を取り付けて構成した天井部5に対し、フレーム部15とヒューズ部16と吊り下げ支持部17を設けて吊り天井構造Bが構成されていれば、特に天井部5の構成を限定する必要はない。   For example, a plurality of T bars 7 shown in FIG. 3, a plurality of suspension bolts (suspending members) 4, and a ceiling material 6 that is disposed so as to span the adjacent T bars 7 and forms a ceiling surface. The suspended ceiling structure B may be configured by providing a frame-type suspended ceiling having the same frame portion 15, fuse portion 16 and suspension support portion 17 as those of the present embodiment. That is, a ceiling part 5 is provided with a frame part 15, a fuse part 16, and a suspension support part 17 for a ceiling part 5 configured by attaching a ceiling material 6 that forms a ceiling surface to a ceiling base 8 supported by suspension. If B is configured, it is not particularly necessary to limit the configuration of the ceiling portion 5.

1 野縁
2 野縁受け
3 建物の上部構造(建物構成部材、建物躯体)
4 吊りボルト(吊り部材)
5 天井部
6 天井パネル(天井材)
7 Tバー
8 天井下地
9 補強ブレース
10 クリップ
11 ハンガー
12 壁
13 建物構成部材(建物躯体)
15 フレーム部
15a 引張材
16 ヒューズ部
16a ダンパー
17 吊り下げ支持部
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)
T1 水平の一方向
T2 水平の他方向
T3 上下方向
1 Field edge 2 Field edge receiver 3 Superstructure of building (building components, building frame)
4 Hanging bolt (suspending member)
5 Ceiling part 6 Ceiling panel (ceiling material)
7 T-bar 8 Ceiling base 9 Reinforcement brace 10 Clip 11 Hanger 12 Wall 13 Building component (building frame)
15 Frame part 15a Tensile material 16 Fuse part 16a Damper 17 Suspension support part A Conventional suspended ceiling (suspended ceiling structure)
B Suspended ceiling (suspended ceiling structure)
T1 Horizontal direction T2 Horizontal other direction T3 Vertical direction

Claims (3)

天井裏側の建物構成部材に上端側を接続した複数の吊り部材に吊り下げ支持された天井下地と、天井下地に取り付けて天井面を形成する板状の天井材とを備える吊り天井構造において、
格子状に形成され、前記天井材の下方に、且つ前記天井材に接続し前記天井面に沿って配設されたフレーム部と、
前記フレーム部の端部側に一端を接続し、他端を前記天井材の外周端部の横方向外側に配された建物構成部材に接続して配設され、予め設定した外力が作用するとともに前記フレーム部と前記建物構成部材の連結状態を解除するように構成されたヒューズ部と、
前記フレーム部の端部側に一端を接続し、前記天井裏側の建物構成部材に他端を接続して設けられ、前記ヒューズ部による前記フレーム部と前記建物構成部材の連結状態が解除されるとともに、前記フレーム部を吊り下げ支持する吊り下げ支持部とを備えて構成されていることを特徴とする吊り天井構造。
In a suspended ceiling structure comprising a ceiling base supported by being suspended by a plurality of suspension members connected to the building constituent member on the back side of the ceiling, and a plate-like ceiling material that is attached to the ceiling base to form a ceiling surface,
A frame portion formed in a lattice shape, below the ceiling material, and connected to the ceiling material and disposed along the ceiling surface;
One end is connected to the end portion side of the frame portion, and the other end is connected to a building component disposed on the outer side in the lateral direction of the outer peripheral end portion of the ceiling material, and a preset external force acts. A fuse part configured to release a connection state of the frame part and the building component;
One end is connected to the end portion side of the frame portion, and the other end is connected to the building component member on the ceiling side, and the connection state of the frame portion and the building component member by the fuse portion is released. A suspended ceiling structure comprising: a suspension support portion that supports the frame portion by suspension.
請求項1記載の吊り天井構造において、
前記ヒューズ部が、予め設定した外力が作用すると破断して、前記フレーム部と前記建物構成部材の連結状態を解除するように構成されていることを特徴とする吊り天井構造。
The suspended ceiling structure according to claim 1,
The suspended ceiling structure, wherein the fuse portion is configured to be broken when a preset external force is applied and to release a connection state between the frame portion and the building component.
請求項1または請求項2に記載の吊り天井構造において、
前記ヒューズ部が、前記天井下地と前記天井材からなる天井部に作用する水平力を吸収・減衰させるダンパーを備えて構成されていることを特徴とする吊り天井構造。
The suspended ceiling structure according to claim 1 or 2,
The suspended ceiling structure, wherein the fuse portion is configured to include a damper that absorbs and attenuates a horizontal force acting on the ceiling portion including the ceiling base and the ceiling material.
JP2013022414A 2013-02-07 2013-02-07 Suspended ceiling structure Expired - Fee Related JP6041142B2 (en)

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