JP2014224375A - Hanging ceiling structure - Google Patents

Hanging ceiling structure Download PDF

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JP2014224375A
JP2014224375A JP2013103538A JP2013103538A JP2014224375A JP 2014224375 A JP2014224375 A JP 2014224375A JP 2013103538 A JP2013103538 A JP 2013103538A JP 2013103538 A JP2013103538 A JP 2013103538A JP 2014224375 A JP2014224375 A JP 2014224375A
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ceiling
base
suspended
ceiling base
tensile
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JP6164469B2 (en
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記彦 櫻庭
Norihiko Sakuraba
記彦 櫻庭
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a hanging ceiling structure that can reliably suppress lateral vibration of a ceiling in the earthquake, by surely exhibiting effect of reinforcement braces and improving earthquake resistance.SOLUTION: A hanging ceiling structure B includes: a ceiling base 9 formed by assembling steel materials 7, 8 in a lattice pattern extending in one direction T1 and other direction T2 of the level; suspending members 4 with upper ends connected to a superstructure of a building and lower ends connected to the ceiling base 9, and suspending and supporting the ceiling base 9; plate-like ceiling materials 6 mounted to the lower surface of the ceiling base 9 and forming a ceiling surface; and reinforcement braces each having the upper end directly or indirectly connected and obliquely installed to the superstructure, and having the lower end connected to the ceiling base 9 in the same way, respectively. Belt-shaped tensile stiffening members 12 are included which are fixed to the lower surface of the ceiling base 9 and interposed between the ceiling base 9 and the ceiling materials 6, and extended to intersect in one direction T1 and the other direction T2.

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5及び図6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と野縁受け2からなる格子状の天井下地9(野縁1の下面)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 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, for example, as shown in FIGS. 5 and 6, a plurality of field edges 1 arranged in parallel in a horizontal direction T1 with a predetermined interval, and field edges 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 grid-like ceiling composed of a plurality of suspension bolts (suspending members) 4 fixedly attached to an upper structure (building frame) 3 such as a floor material on the upper floor, a field edge 1 and a field edge receiver 2 There is a configuration including a ceiling panel (ceiling material) 6 such as a gypsum board which is integrally attached by screwing to the base 9 (the lower surface of the field edge 1) and forms a ceiling surface (ceiling portion 5).

また、例えば図7及び図8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、上端を上部構造に固着し、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、Tバー7に架け渡すように水平の一方向T1に延び、他方向T2に所定の間隔をあけて配設される断面逆T型の連結バー(Tバー)8と、Tバー7と連結バー8からなる格子状の天井下地9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とを備えて構成したものもある。   For example, as shown in FIGS. 7 and 8, for example, a suspended ceiling (suspended ceiling structure) A in which a heavy equipment such as a fan filter unit needs to be installed on the ceiling as in a clean room is horizontal. A plurality of T bars (support members having a reverse T-shaped cross section) 7 that are arranged in parallel in one direction T1 at a predetermined interval and extend in another direction T2 orthogonal to one direction T1, and the upper end is fixed to the upper structure. A plurality of suspension bolts (suspending members) 4 arranged with the lower end side connected to the T-bar 7, extending in one horizontal direction T 1 so as to span the T-bar 7, and having a predetermined interval in the other direction T 2. Are attached to the ceiling-like ceiling base 9 composed of the T-bar 7 and the connection bar 8 by being screwed together and attached to the ceiling surface (ceiling part 5). And a ceiling panel (ceiling material) 6 forming There is also.

また、上記の吊り天井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、この横揺れにより、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6、図8に示すように、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、Tバー7、連結バー8などの鋼材を格子状に組み付けてなる天井下地9に接続して補強ブレース10を設け、天井下地9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。   In addition, the suspended ceiling A is likely to roll due to the horizontal force acting during an earthquake due to its structure, and the end of the ceiling 5 collides with a building component such as a wall, column, or beam due to this roll. However, the ceiling panel 6 may be damaged or fall off. Therefore, conventionally, as shown in FIGS. 6 and 8, the upper end side is connected to the upper structure 3 and the like, and the lower end side is connected to the suspension bolt 4, the field edge 1, the field edge receiver 2, the T bar 7, and the connection bar 8. A reinforcing brace 10 is provided by connecting to a ceiling base 9 formed by assembling a steel material such as a grid so as to suppress rolling of the ceiling portion 5 including the ceiling base 9 and the ceiling panel 6 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

一方、上記のような吊り天井Aでは、天井パネル6が面剛性を発揮し、地震時の天井慣性力(水平力)が天井パネル6及び天井下地9を通じて補強ブレース10に伝達することによって横揺れを抑えることができる。   On the other hand, in the suspended ceiling A as described above, the ceiling panel 6 exhibits surface rigidity, and the ceiling inertia force (horizontal force) at the time of an earthquake is transmitted to the reinforcing brace 10 through the ceiling panel 6 and the ceiling base 9 to roll. Can be suppressed.

しかしながら、鋼材1、2、7、8を格子状に組み付けてなる天井下地9に、石膏ボードと比較し軽量な直貼岩綿吸音板などの天井パネル6をビスで貫通固定して構成した場合には、この種の天井材6のビス接合耐力が低いため、天井パネル6の面剛性を確保しづらく、地震時に天井パネル6に面内変形が生じてしまい、補強ブレース10まで天井慣性力が円滑に伝達されないおそれがあった。すなわち、この場合には、補強ブレース10による効果が十分に発揮されず、横揺れが生じて天井パネル6の破損や脱落を招くおそれがあった。   However, when the ceiling panel 9 formed by assembling the steel materials 1, 2, 7, and 8 in a grid pattern is constructed by penetrating and fixing a ceiling panel 6 such as a directly-attached rock wool sound absorbing board, which is lighter than gypsum board, with screws. Since this type of ceiling material 6 has a low screw joint strength, it is difficult to ensure the surface rigidity of the ceiling panel 6, and in-plane deformation occurs in the ceiling panel 6 at the time of an earthquake, and the ceiling inertia force is exerted up to the reinforcing brace 10. There was a risk of not being transmitted smoothly. That is, in this case, the effect of the reinforcing brace 10 is not sufficiently exhibited, and there is a possibility that the roll may occur and the ceiling panel 6 may be damaged or dropped off.

本発明は、上記事情に鑑み、補強ブレースの効果を確実に発揮させて耐震性能の向上を図り、地震時の天井部の横揺れを確実に抑え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 provides a suspended ceiling structure that reliably improves the seismic performance by demonstrating the effect of a reinforcing brace and reliably suppresses rolling of the ceiling portion during an earthquake. With the goal.

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、水平の一方向と他方向に延設して鋼材を格子状に組み付けてなる天井下地と、上端を建物の上部構造に接続し、下端を前記天井下地に接続して前記天井下地を吊り下げ支持する吊下部材と、前記天井下地の下面に取り付けられて天井面を形成する板状の天井材と、上端を前記上部構造に、下端を前記天井下地にそれぞれ、直接的または間接的に接続して斜設される補強ブレースとを備える吊り天井構造において、前記天井下地の下面に固着して前記天井下地と前記天井材の間に介設されるとともに、前記一方向及び前記他方向に交差するように延設された帯状の引張補剛部材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 has a ceiling base formed by extending a horizontal direction in one direction and the other direction and assembled with a steel material in a lattice shape, an upper end connected to the upper structure of the building, and a lower end connected to the ceiling base. A suspension member that supports the ceiling foundation in a suspended manner, a plate-like ceiling material that is attached to the lower surface of the ceiling foundation to form a ceiling surface, the upper end is the upper structure, and the lower end is the ceiling foundation, In a suspended ceiling structure including a reinforcing brace that is obliquely connected and connected directly or indirectly, the suspension ceiling structure is fixed to the lower surface of the ceiling base and is interposed between the ceiling base and the ceiling member. It is characterized by comprising a belt-like tensile stiffening member extending so as to intersect the direction and the other direction.

この発明においては、帯状の引張補剛部材が水平の一方向及び他方向に交差するようにして天井下地と天井材の間に介設されているため、地震時に、天井材(天井パネル)の面剛性ではなく(だけでなく)、引張補剛部材の引張剛性によって天井慣性力(水平力)を天井下地から補強ブレースに伝達させることができる。   In this invention, since the belt-like tension stiffening member is interposed between the ceiling base and the ceiling material so as to intersect in one horizontal direction and the other direction, the ceiling material (ceiling panel) The ceiling inertia force (horizontal force) can be transmitted from the ceiling base to the reinforcing brace by the tensile stiffness of the tensile stiffening member instead of (not only) the surface rigidity.

また、本発明の吊り天井構造においては、X状に配設された一対の引張補剛部材が、その交差部を前記補強ブレースの下端と上下方向に略重なるように設けられていることが望ましい。   Further, in the suspended ceiling structure of the present invention, it is desirable that the pair of tensile stiffening members arranged in an X shape is provided so that the intersecting portion substantially overlaps the lower end of the reinforcing brace in the vertical direction. .

この発明においては、複数の引張補剛部材を備え、X状に配設された一対の引張補剛部材がその交差部を補強ブレースの天井下地に接続する下端と略重なるように設けられていることで、このX状に配設された一対の引張補剛部を通じて、より確実且つ効果的に地震時の天井慣性力を補強ブレースに伝達させることが可能になる。
ここで、この発明における「交差部を補強ブレースの天井下地に接続する下端と略重なるように」は、「補強ブレースに天井慣性力を効果的に伝達させることができるように、一対の引張補剛部材の交差部を補強ブレースの下端の直下だけでなく、下端付近に設ける」ことを意味する。
In this invention, a plurality of tensile stiffening members are provided, and a pair of tensile stiffening members arranged in an X shape are provided so as to substantially overlap with the lower ends connecting the intersections to the ceiling base of the reinforcing brace. Thus, it is possible to transmit the ceiling inertia force during an earthquake to the reinforcing brace more reliably and effectively through the pair of tension stiffening portions arranged in the X shape.
Here, in the present invention, “so that the intersecting portion substantially overlaps the lower end connecting the ceiling base of the reinforcing brace” means “a pair of tension compensation so that the ceiling inertia force can be effectively transmitted to the reinforcing brace”. This means that the intersection of the rigid members is provided not only directly below the lower end of the reinforcing brace but also near the lower end.

さらに、本発明の吊り天井構造においては、前記引張補剛部材が、鋼材、樹脂材、繊維シート、FRPの少なくとも1種を用いて形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 desirable that the tensile stiffening member is formed using at least one of steel material, resin material, fiber sheet, and FRP.

この発明においては、鋼板(鋼材)や、樹脂板(樹脂材)、炭素繊維、アラミド(商標)繊維、ガラス繊維などの引張強度に優れる繊維を用いて形成した繊維シート、FRP(繊維強化プラスチック)板、FRPシートの少なくとも1種を用いて引張補剛部材が形成されていることにより、確実に引張剛性に優れた部材とすることができ、さらに確実且つ効果的に地震時の天井慣性力を補強ブレースに伝達させることが可能になる。   In this invention, a steel sheet (steel material), a resin sheet (resin material), a fiber sheet formed using fibers having excellent tensile strength such as carbon fiber, aramid (trademark) fiber, glass fiber, FRP (fiber reinforced plastic) By forming a tension stiffening member using at least one of a plate and an FRP sheet, it is possible to reliably make the member excellent in tensile rigidity, and more reliably and effectively reduce the inertial force of the ceiling during an earthquake. It can be transmitted to the reinforcing brace.

本発明の吊り天井構造においては、帯状の引張補剛部材が水平の一方向及び他方向に交差するようにして天井下地と天井材の間に介設されているため、地震時に、天井材(天井パネル)の面剛性ではなく(だけでなく)、引張補剛部材の引張剛性によって天井慣性力を天井下地から補強ブレースに伝達させることができる。   In the suspended ceiling structure of the present invention, since the belt-like tensile stiffening member is interposed between the ceiling base and the ceiling material so as to intersect in one horizontal direction and the other direction, the ceiling material ( The ceiling inertia force can be transmitted from the ceiling base to the reinforcing brace not by the surface rigidity of the ceiling panel but by the tensile rigidity of the tension stiffening member.

これにより、例えば軽量な直貼岩綿吸音板などの天井材を天井下地にビス留めして吊り天井構造を構成した場合であっても、確実且つ効果的に引張補剛部材を通じて地震時の天井慣性力を補強ブレースに伝達させることができ、補強ブレースによる効果を十分に発揮させ、横揺れを抑制することが可能になる。   As a result, for example, even when a suspended ceiling structure is constructed by screwing a ceiling material such as a lightweight directly-attached rock wool sound-absorbing board to the ceiling base, the ceiling in the event of an earthquake can be reliably and effectively transmitted through the tension stiffening member. Inertial force can be transmitted to the reinforcing brace, and the effect of the reinforcing brace can be sufficiently exerted to suppress rolling.

よって、本発明の吊り天井構造によれば、帯状の引張補剛部材を備えることで、補強ブレースの効果を確実に発揮させて耐震性能の向上を図り、地震時の天井部の横揺れを確実に抑え、天井材の破損や脱落を抑止することが可能になる。   Therefore, according to the suspended ceiling structure of the present invention, the belt-shaped tensile stiffening member is provided, so that the effect of the reinforcing brace can be reliably exerted to improve the seismic performance, and the rolling of the ceiling portion during the earthquake can be ensured. It is possible to suppress the breakage and dropout of the ceiling material.

本発明の一実施形態に係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 which concerns on one Embodiment of this invention. 本発明の一実施形態に係る吊り天井構造の平面視図である。It is a top view of the suspended ceiling 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構造の変形例を示す図であり、天井面側からの平面視図である。It is a figure which shows the modification of the suspended ceiling structure which concerns on one Embodiment of this invention, and is a top view view from the ceiling surface side. 本発明の一実施形態に係る吊り天井構造の変形例を示す図であり、天井面側からの平面視図である。It is a figure which shows the modification of the suspended ceiling structure which concerns on one Embodiment of this invention, and is a top view view from the ceiling surface side. 従来の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 conventional suspended ceiling structure. 図5に示した従来の吊り天井構造の側面視図である。FIG. 6 is a side view of the conventional suspended ceiling structure shown in FIG. 5. 従来の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 conventional suspended ceiling structure. 図7に示した従来の吊り天井構造の天井裏側からの斜視図である。It is a perspective view from the ceiling back side of the conventional suspended ceiling structure shown in FIG.

以下、図1から図6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。   Hereinafter, a suspended ceiling structure according to an embodiment of the present invention will be described with reference to FIGS. 1 to 6.

図1及び図2に示すように、本実施形態の吊り天井構造Bは、図7及び図8に示した従来の天井構造Aと同様、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、上端を上部構造に固着し、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、水平の一方向T1に延び、Tバー7に架け渡して連結して配設されるとともに、他方向T2に所定の間隔をあけて配設される複数の断面逆T型の連結バー(Tバー)8と、天井下地9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。また、Tバー7と連結バー8、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9が構成されている。   As shown in FIGS. 1 and 2, the suspended ceiling structure B of the present embodiment is arranged in parallel at a predetermined interval in one horizontal direction T1 as in the conventional ceiling structure A shown in FIGS. A plurality of T bars (support members having a reverse T-shaped cross section) 7 extending in the other direction T2 orthogonal to one direction T1, and an upper end fixed to the upper structure and a lower end side connected to the T bar 7. A plurality of suspension bolts (suspending members) 4 extend in one horizontal direction T1 and are connected to the T-bar 7 so as to be connected to each other, and are disposed at predetermined intervals in the other direction T2. A plurality of inverted T-shaped connecting bars (T bars) 8 and a ceiling panel (ceiling member) 6 that is screwed to the ceiling base 9 and integrally attached to form a ceiling surface (ceiling part 5). It is configured. Further, the ceiling base 9 is composed of the T bar 7 and the connecting bar 8, that is, a steel material assembled in a lattice shape.

また、図2(図8参照)に示すように、補強ブレース10がガセットプレート11に下端側をビス留めしてTバー7に接続して設けられている。このとき、本実施形態では、例えば、一方向T1に一対の補強ブレース10がV型を呈するように並設され、さらに、この一方向T1に並設したV型の一対の補強ブレース10の下端の交点部分と互いの交点部分を同位置として、他方向T2にも一対の補強ブレース10がV型を呈するように並設されている。   Further, as shown in FIG. 2 (see FIG. 8), a reinforcing brace 10 is provided on the gusset plate 11 by screwing the lower end side to the T bar 7. At this time, in this embodiment, for example, a pair of reinforcing braces 10 are arranged side by side so as to exhibit a V shape in one direction T1, and the lower ends of the pair of V type reinforcing braces 10 arranged in parallel in this one direction T1. A pair of reinforcing braces 10 are arranged side by side in the other direction T2 with the intersection portion and the intersection portion of each other in the same position.

そして、本実施形態では、天井下地9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、ビスを下側から天井パネル6、天井下地9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9に取り付けることで天井面が形成されている。   In the present embodiment, a lightweight ceiling panel 6 such as a directly-attached rock wool sound absorbing board is fixed to the lower surface of the ceiling base 9 with a screw penetrating from the lower side to the ceiling panel 6 and the ceiling base 9. ing. In this way, the ceiling surface is formed by attaching the plurality of ceiling panels 6 to the ceiling base 9.

一方、本実施形態の吊り天井構造Bにおいては、図1及び図2に示すように、天井下地9と天井パネル6の間に帯状の引張補剛部材12が挟み込まれるようにして介設されている。この帯状の引張補剛部材12は、長さ方向の引張耐力に優れる部材であり、本実施形態では、例えば、厚さ0.4mm、幅30mm程度のスチールシートなどの帯状鋼板が適用され、一方向T1と他方向T2の両方向に交差するように(本実施形態では45度の角度で交差するように)延設されている。   On the other hand, in the suspended ceiling structure B of the present embodiment, as shown in FIGS. 1 and 2, a belt-like tensile stiffening member 12 is interposed between the ceiling base 9 and the ceiling panel 6. Yes. This belt-shaped tensile stiffening member 12 is a member having excellent tensile strength in the length direction. In this embodiment, for example, a belt-shaped steel plate such as a steel sheet having a thickness of about 0.4 mm and a width of about 30 mm is applied. It extends so as to intersect both the direction T1 and the other direction T2 (in the present embodiment, it intersects at an angle of 45 degrees).

また、この引張補剛部材12は、天井下地9の下面にビス留めして固着されている。さらに、本実施形態では、一対の帯状の引張補剛部材12がクロスしてX状に設けられるとともに、これら一対の引張補剛部材12の交差部13が平面視でV型の一対の補強ブレース10の交点部分付近、又は交点部分と同位置となるように設けられている。すなわち、X状に配設された一対の引張補剛部材12が、その交差部13を補強ブレース10の下端と上下方向T3に略重なるように設けられている。なお、必ずしも一対の引張補剛部材12の交差部13が平面視でV型の一対の補強ブレース10の交点部分付近、又は交点部分と同位置となるように設けられていなくてもよい。   The tension stiffening member 12 is fixed to the lower surface of the ceiling base 9 with screws. Further, in the present embodiment, the pair of belt-like tensile stiffening members 12 are crossed and provided in an X shape, and the intersection 13 of the pair of tensile stiffening members 12 is a pair of V-shaped reinforcing braces in plan view. It is provided so as to be near or at the same position as the 10 intersection points. That is, a pair of tensile stiffening members 12 arranged in an X shape are provided so that the intersecting portion 13 substantially overlaps the lower end of the reinforcing brace 10 in the vertical direction T3. In addition, the intersection 13 of the pair of tensile stiffening members 12 may not necessarily be provided in the vicinity of the intersection of the pair of V-shaped reinforcing braces 10 in the plan view or at the same position as the intersection.

なお、帯状の引張補剛部材には、例えば、炭素繊維やアラミド(商標)繊維、ガラス繊維などの繊維シートや、鋼線などの線材を束ねたシート状部材、樹脂、FRP製の板状、シート状部材などを適用してもよい。すなわち、帯状の引張補剛部材12は、引張耐力に優れていればよく、帯状鋼板に限定する必要はない。また、引張補剛部材12は、必ずしもX状に配設されている必要はなく、1つ、または2つ以上の引張補剛部材12を天井下地9の下面に、一方向T1と他方向T2に交差させて設けられていればよい。さらに、このとき、引張補剛部材12は、一方向T1と他方向T2に対する交差角度が45度でなくてもよい。   In addition, in the belt-like tensile stiffening member, for example, a fiber sheet such as carbon fiber, aramid (trademark) fiber, glass fiber, a sheet-like member in which wires such as steel wire are bundled, a resin, a plate shape made of FRP, A sheet-like member or the like may be applied. That is, the strip-shaped tensile stiffening member 12 only needs to be excellent in tensile strength, and need not be limited to the strip-shaped steel plate. The tension stiffening member 12 is not necessarily arranged in an X shape, and one or more tension stiffening members 12 are placed on the lower surface of the ceiling base 9 in one direction T1 and the other direction T2. It is sufficient if it is provided so as to intersect. Further, at this time, the tensile stiffening member 12 may not have an intersecting angle of 45 degrees with respect to the one direction T1 and the other direction T2.

そして、上記のように、天井下地9と天井パネル6の間に帯状の引張補剛部材12が介装されてなる本実施形態の吊り天井構造Bにおいては、直貼岩綿吸音板などのビス接合耐力が低い天井パネル6が用いられている場合であっても、この天井パネル6の面剛性ではなく、引張補剛部材12によって剛性が確保される。このため、地震が発生した際に、引張補剛部材12が剛性を発揮し、天井パネル6に面内変形が生じることが防止され、天井慣性力(水平力)が引張補剛部材12から天井下地9を通じて補強ブレース10に円滑に伝達されることになる。   As described above, in the suspended ceiling structure B of the present embodiment in which the belt-like tensile stiffening member 12 is interposed between the ceiling base 9 and the ceiling panel 6, screws such as a directly attached rock wool sound absorbing board are used. Even when the ceiling panel 6 having a low joint strength is used, the rigidity is secured by the tensile stiffening member 12 instead of the surface rigidity of the ceiling panel 6. For this reason, when an earthquake occurs, the tensile stiffening member 12 exhibits rigidity, so that in-plane deformation of the ceiling panel 6 is prevented, and the ceiling inertia force (horizontal force) is transmitted from the tensile stiffening member 12 to the ceiling. It is smoothly transmitted to the reinforcing brace 10 through the base 9.

したがって、本実施形態の吊り天井構造Bにおいては、帯状の引張補剛部材12が水平の一方向T1及び他方向T2に交差するようにして天井下地9と天井パネル6の間に介設されているため、地震時に、天井パネル6の面剛性ではなく(だけでなく)、引張補剛部材12の引張剛性によって天井慣性力を補強ブレース10に伝達させることができる。   Therefore, in the suspended ceiling structure B of the present embodiment, the belt-like tensile stiffening member 12 is interposed between the ceiling base 9 and the ceiling panel 6 so as to intersect the horizontal one direction T1 and the other direction T2. Therefore, at the time of an earthquake, the ceiling inertia force can be transmitted to the reinforcing brace 10 not by the surface rigidity of the ceiling panel 6 but by the tensile rigidity of the tensile stiffening member 12.

これにより、例えば軽量な直貼岩綿吸音板などの天井パネル6を天井下地9にビス留めして吊り天井構造Bを構成した場合であっても、確実且つ効果的に引張補剛部材12を通じて地震時の天井慣性力を補強ブレース10に伝達させることができ、補強ブレース10による効果を十分に発揮させ、横揺れを抑制することが可能になる。   Thereby, for example, even when the suspended ceiling structure B is configured by screwing the ceiling panel 6 such as a lightweight directly-attached rock cotton sound absorbing board to the ceiling base 9, the tension stiffening member 12 is securely and effectively passed. The ceiling inertia force at the time of an earthquake can be transmitted to the reinforcement brace 10, the effect by the reinforcement brace 10 can fully be exhibited, and a roll can be suppressed.

よって、本実施形態の吊り天井構造Bによれば、帯状の引張補剛部材12を備えることで、補強ブレース10の効果を確実に発揮させて耐震性能の向上を図り、地震時の天井部5の横揺れを確実に抑え、天井パネル6の破損や脱落を抑止することが可能になる。   Therefore, according to the suspended ceiling structure B of the present embodiment, by providing the belt-like tensile stiffening member 12, the effect of the reinforcing brace 10 is reliably exhibited to improve the earthquake resistance, and the ceiling portion 5 in the event of an earthquake. Can be reliably suppressed, and the breakage and dropout of the ceiling panel 6 can be suppressed.

言い換えれば、石膏ボード仕上げ天井(2枚貼りで20kg/m程度、ボード捨貼岩綿吸音板張りで15kg/m程度)と比較し、軽量であるがビス接合耐力が低い直貼岩綿吸音板のような天井パネル6を用いても、引張補剛部材12を備えることで、優れた耐震性能を得ることが可能になる。 In other words, compared to gypsum board finished ceiling (approx. 20kg / m 2 with 2 sheets, about 15kg / m 2 with board-discarded rock wool sound absorbing board), it is a lightweight directly bonded rock absorbing board with low screw joint strength. Even if the ceiling panel 6 as described above is used, the provision of the tensile stiffening member 12 makes it possible to obtain excellent seismic performance.

また、本実施形態の吊り天井構造Bにおいては、複数の引張補剛部材12を備え、X状に配設された一対の引張補剛部材12がその交差部13を補強ブレース10の天井下地9に接続する下端と略重なるように設けられていることで、このX状に配設された一対の引張補剛部12を通じて、より確実且つ効果的に地震時の天井慣性力を補強ブレース10に伝達させることが可能になる。   Further, in the suspended ceiling structure B of the present embodiment, a plurality of tensile stiffening members 12 are provided, and a pair of tensile stiffening members 12 arranged in an X shape crosses the crossing portion 13 of the ceiling base 9 of the reinforcing brace 10. Is provided so as to be substantially overlapped with the lower end connected to the ceiling, and through the pair of tensile stiffening portions 12 arranged in the X shape, the ceiling inertia force at the time of earthquake is more reliably and effectively applied to the reinforcing brace 10. It becomes possible to transmit.

さらに、鋼板(鋼材)や、樹脂板(樹脂材)、炭素繊維、アラミド(商標)繊維、ガラス繊維などの引張強度に優れる繊維を用いて形成した繊維シート、FRP(繊維強化プラスチック)板、FRPシートの少なくとも1種を用いて引張補剛部材12が形成されていることにより、確実に引張剛性に優れた部材とすることができ、さらに確実且つ効果的に地震時の天井慣性力を補強ブレース10に伝達させることが可能になる。   Furthermore, steel sheets (steel materials), resin sheets (resin materials), fiber sheets formed using fibers having excellent tensile strength such as carbon fibers, aramid (trademark) fibers, glass fibers, FRP (fiber reinforced plastic) plates, FRP By forming the tension stiffening member 12 using at least one type of sheet, it is possible to reliably make the member excellent in tensile rigidity, and to further reliably and effectively reinforce the ceiling inertia force during an earthquake. 10 can be transmitted.

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、本実施形態では、Tバー7と連結バー8を備えてなり、これらTバー7と連結バー8を格子状に組み付けて天井下地9が形成されているものとしたが、例えば図5、図6に示した野縁1と野縁受け2を格子状に組み付けてなる天井下地9と、この天井下地9の野縁1にビス留めして取り付け、天井面を形成する天井材6との間に、帯状の引張補剛部材12を介装して吊り天井構造Bが構成されていてもよい。そして、この場合においても、本実施形態と同様の作用効果を得ることが可能である。すなわち、本発明にかかる天井下地は平面視で格子状に配設されていればよく、特にその他の構成を限定する必要はない。   For example, in the present embodiment, the T bar 7 and the connecting bar 8 are provided, and the ceiling base 9 is formed by assembling the T bar 7 and the connecting bar 8 in a lattice shape. For example, FIG. A ceiling base 9 in which the field edge 1 and the field edge receiver 2 shown in FIG. 6 are assembled in a lattice shape, and a ceiling material 6 that is attached to the field edge 1 of the ceiling base 9 by screwing to form a ceiling surface. The suspended ceiling structure B may be configured with a belt-like tensile stiffening member 12 interposed therebetween. Even in this case, it is possible to obtain the same effect as that of the present embodiment. In other words, the ceiling foundation according to the present invention may be arranged in a lattice shape in plan view, and there is no need to particularly limit other configurations.

また、本実施形態では、天井下地9の下面に、一対の帯状の引張補剛部材12がクロスしてX状に設けられ、これら一対の引張補剛部材12の交差部13が平面視でV型の一対の補強ブレース10の交点部分付近、又は交点部分と同位置となるように設けられているものとして説明を行った。
これに対し、図3や図4に示すように、複数の補強ブレース10の設置位置に応じた位置にそれぞれ、一対の引張補剛部材12をX状に配設するようにしてもよい。すなわち、補強ブレース10に水平力を効果的に伝達することが可能であれば、一対の引張補剛部材12の設置位置、数(組数)を特に限定する必要はなく、この場合においても本実施形態と同様の作用効果を得ることが可能である。
Further, in the present embodiment, a pair of belt-like tensile stiffening members 12 are crossed and provided in an X shape on the lower surface of the ceiling base 9, and the intersection 13 of the pair of tensile stiffening members 12 is V in plan view. It demonstrated as what is provided so that it may become near the intersection part of a pair of reinforcement brace 10 of a type | mold, or the same position as an intersection part.
On the other hand, as shown in FIG. 3 and FIG. 4, a pair of tensile stiffening members 12 may be arranged in an X shape at positions corresponding to the installation positions of the plurality of reinforcing braces 10. That is, if it is possible to effectively transmit a horizontal force to the reinforcing brace 10, there is no need to particularly limit the installation position and number (number of sets) of the pair of tension stiffening members 12. It is possible to obtain the same effect as the embodiment.

1 野縁(鋼材)
2 野縁受け(鋼材)
3 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 Tバー(鋼材)
8 連結バー(鋼材)
9 天井下地
10 補強ブレース
11 ガセットプレート
12 引張補剛部材
13 交差部
A 従来の吊り天井構造
B 吊り天井構造
T1 一方向
T2 他方向
T3 上下方向
1 Field edge (steel)
2 Field guard (steel)
3 Superstructure 4 Hanging bolt (hanging member)
5 Ceiling part 6 Ceiling panel (ceiling material)
7 T bar (steel)
8 Connection bar (steel)
9 Ceiling base 10 Reinforcement brace 11 Gusset plate 12 Tensile stiffening member 13 Intersection A Conventional suspended ceiling structure B Suspended ceiling structure T1 One direction T2 Other direction T3 Vertical direction

Claims (3)

水平の一方向と他方向に延設して鋼材を格子状に組み付けてなる天井下地と、上端を建物の上部構造に接続し、下端を前記天井下地に接続して前記天井下地を吊り下げ支持する吊下部材と、前記天井下地の下面に取り付けられて天井面を形成する板状の天井材と、上端を前記上部構造に、下端を前記天井下地にそれぞれ、直接的または間接的に接続して斜設される補強ブレースとを備える吊り天井構造において、
前記天井下地の下面に固着して前記天井下地と前記天井材の間に介設されるとともに、前記一方向及び前記他方向に交差するように延設された帯状の引張補剛部材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。
A ceiling base that extends in one horizontal direction and the other in a horizontal direction and is assembled in a grid, and the upper end is connected to the superstructure of the building, the lower end is connected to the ceiling base, and the ceiling base is suspended and supported A suspension member, a plate-like ceiling member attached to the lower surface of the ceiling base to form a ceiling surface, an upper end connected to the upper structure, and a lower end connected to the ceiling base directly or indirectly, respectively. In the suspended ceiling structure provided with a reinforcing brace installed obliquely,
A belt-like tensile stiffening member that is fixed to the lower surface of the ceiling base and is interposed between the ceiling base and the ceiling material and extends so as to intersect the one direction and the other direction. A suspended ceiling structure characterized by being constructed.
請求項1記載の吊り天井構造において、
X状に配設された一対の引張補剛部材が、その交差部を前記補強ブレースの下端と上下方向に略重なるように設けら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,
A suspended ceiling structure characterized in that a pair of tensile stiffening members arranged in an X shape are provided so that the intersecting portion thereof substantially overlaps the lower end of the reinforcing brace in the vertical direction.
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、
前記引張補剛部材が、鋼材、樹脂材、繊維シート、FRPの少なくとも1種を用いて形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 tensile stiffening member is formed using at least one of a steel material, a resin material, a fiber sheet, and FRP.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017190646A (en) * 2016-04-15 2017-10-19 株式会社桐井製作所 Ceiling reinforcement structure and construction method thereof
KR20210087209A (en) * 2020-01-02 2021-07-12 세메스 주식회사 Raceway unit and overhead hoist transport having the same

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JPS5085015U (en) * 1973-12-08 1975-07-21
JPH03108125U (en) * 1990-02-20 1991-11-07
JPH04189949A (en) * 1990-11-26 1992-07-08 Naka Ind Ltd Connecting supporting metal fitting for ceiling backing member
JP2008255631A (en) * 2007-04-04 2008-10-23 Sawata Kenzaisha:Kk Bracing device for ceiling substrate

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JPS5085015U (en) * 1973-12-08 1975-07-21
JPH03108125U (en) * 1990-02-20 1991-11-07
JPH04189949A (en) * 1990-11-26 1992-07-08 Naka Ind Ltd Connecting supporting metal fitting for ceiling backing member
JP2008255631A (en) * 2007-04-04 2008-10-23 Sawata Kenzaisha:Kk Bracing device for ceiling substrate

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Publication number Priority date Publication date Assignee Title
JP2017190646A (en) * 2016-04-15 2017-10-19 株式会社桐井製作所 Ceiling reinforcement structure and construction method thereof
KR20210087209A (en) * 2020-01-02 2021-07-12 세메스 주식회사 Raceway unit and overhead hoist transport having the same
KR102330667B1 (en) * 2020-01-02 2021-11-23 세메스 주식회사 Raceway unit and overhead hoist transport having the same

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