JP2015021346A - Suspended ceiling reinforcing member and suspended ceiling structure comprising it - Google Patents

Suspended ceiling reinforcing member and suspended ceiling structure comprising it Download PDF

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JP2015021346A
JP2015021346A JP2013152102A JP2013152102A JP2015021346A JP 2015021346 A JP2015021346 A JP 2015021346A JP 2013152102 A JP2013152102 A JP 2013152102A JP 2013152102 A JP2013152102 A JP 2013152102A JP 2015021346 A JP2015021346 A JP 2015021346A
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suspension
ceiling
brace
reinforcing
end side
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JP6143091B2 (en
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記彦 櫻庭
Norihiko Sakuraba
記彦 櫻庭
中村 吉孝
Yoshitaka Nakamura
吉孝 中村
彰彦 能重
Akihiko Noshige
彰彦 能重
博文 飯島
Hirobumi Iijima
博文 飯島
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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 suspended ceiling reinforcing member and a suspended ceiling structure comprising it capable of improving aseismatic performance by certainly exerting an effect of a reinforcing brace to certainly suppress horizontal oscillation in a ceiling part upon earthquake, and to provide a comparatively easily applicable reinforcement.SOLUTION: A suspended ceiling reinforcing member is so constructed that: a brace part 16 stands in vertical direction T3 along with a suspended member 4 and being arranged in an attached manner to ceiling base 8 at the lower edge side; and a suspending side connecting mechanism 17 is arranged in an integral manner on the upper edge side of the brace part 16, being engaged on the upper edge side of the suspending member 4, and connecting the upper edge side of the brace part 16 with the upper edge side of the suspending member 4.

Description

本発明は、吊り天井の補強用部材及びこれを備えた吊り天井構造に関する。   The present invention relates to a member for reinforcing a suspended ceiling and a suspended ceiling structure including the same.

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11及び図12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. 11 and 12, for example, a plurality of field edges 1 arranged in parallel at a predetermined interval in one 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13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. 13, 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、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12、図13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などからなる天井下地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 at the time of the earthquake due to the structure, and the end of the ceiling portion 5 is a building such as a wall, a column, or a beam due to this roll. There was a possibility that the ceiling panel 6 might be damaged or dropped due to collision with the structural members. For this reason, conventionally, as shown in FIGS. 12 and 13, the upper end side is connected to the upper structure 3 or the like, and the lower end side is a ceiling made of the suspension bolt 4, the field edge 1, the field edge receiver 2, the T bar 7, and the like. A reinforcing brace 9 is provided in connection with the base 8 so as to suppress the rolling of the ceiling portion 5 including the ceiling base 8 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

ここで、補強ブレース9は、例えば、図12、図13に示したように、上端を隣り合う吊りボルト4の一方の吊りボルト4の上端付近(吊元付近)に接続し、下端を他方の吊りボルト4の下端付近に接続してノの字状に配設するケースがある。   Here, for example, as shown in FIGS. 12 and 13, the reinforcing brace 9 is connected to the vicinity of the upper end (near the suspension base) of one suspension bolt 4 of the adjacent suspension bolt 4 and the lower end to the other. There is a case where the suspension bolt 4 is connected in the vicinity of the lower end of the suspension bolt 4 and arranged in a square shape.

しかしながら、このように補強ブレース9をノの字状に斜設した場合には、補強ブレース9の耐力が吊りボルト4の圧縮耐力に依存することになり、十分な耐力、補強効果を得にくいという問題があった。   However, when the reinforcing brace 9 is obliquely arranged in a square shape in this way, the proof strength of the reinforcing brace 9 depends on the compression proof strength of the suspension bolt 4, and it is difficult to obtain sufficient proof strength and reinforcing effect. There was a problem.

すなわち、大規模地震などが発生して補強ブレース9に外力が作用すると同時に吊りボルト4に圧縮力が作用し、この吊りボルト4が曲げ変形することによって補強ブレース9で負担する外力が小さくなってしまう。   That is, a large-scale earthquake or the like occurs and an external force acts on the reinforcing brace 9 and simultaneously a compressive force acts on the suspension bolt 4, and the bending force of the suspension bolt 4 reduces the external force borne by the reinforcement brace 9. End up.

また、逆に吊りボルト4の曲げ変形に伴い、過大な外力が補強ブレース9に作用し、この補強ブレース9が座屈してしまい、大幅に且つ急激に耐力が低下して天井パネル6や天井下地8の破損や脱落を招くおそれもある。   On the other hand, with the bending deformation of the suspension bolt 4, an excessive external force acts on the reinforcing brace 9, and the reinforcing brace 9 is buckled, and the proof stress is greatly and suddenly lowered, so that the ceiling panel 6 and the ceiling base are lowered. 8 may be damaged or dropped.

一方、例えば吊りボルト4に角鋼を被せるなどし、吊りボルト4を圧縮方向に補剛することも提案されているが、吊りボルト4に角鋼を被せて設置するために多大な手間と労力、時間が必要になってしまう。また、小ロットの角鋼を吊り天井補強の専用部材として発注、入手することが必要になるため、補強対策、耐震性能向上対策が高コスト化するという点でも問題がある。   On the other hand, it has also been proposed to stiffen the suspension bolt 4 in the compression direction by, for example, covering the suspension bolt 4 with a square steel, but it takes a lot of labor, labor and time to install the suspension bolt 4 with the square steel. Will be needed. Further, since it is necessary to order and obtain a small lot of square steel as a dedicated member for reinforcing the suspended ceiling, there is also a problem in that the cost of reinforcement measures and measures for improving seismic performance are increased.

このため、この種の吊り天井に対しては、補強ブレース9の効果を確実に発揮させ、さらなる耐震性能の向上を図り、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手法、そして、その施工を容易に行える手法の開発が強く望まれていた。   For this reason, for this type of suspended ceiling, it is possible to reliably exert the effect of the reinforcing brace 9, further improve the earthquake resistance, and more reliably prevent the ceiling from dropping from the viewpoint of protecting human life, The development of a method that can easily perform the construction has been strongly desired.

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とともに、比較的容易に補強対策を講じることを可能にする吊り天井補強用部材及びこれを備えた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 makes it possible to reliably improve the seismic performance by demonstrating the effect of the reinforcing brace, to surely suppress the rolling of the ceiling part during an earthquake, and to reinforce relatively easily. An object of the present invention is to provide a suspended ceiling reinforcing member capable of taking measures and a suspended ceiling structure including the same.

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用部材は、上部構造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、前記上部構造に上端側を、前記天井下地に下端側をそれぞれ直接あるいは間接的に接続して斜設される補強ブレースとを備えてなる吊り天井を補強するための部材であって、前記吊り部材に沿って上下方向に立設されるとともに、下端側を前記天井下地に接続して配設されるブレース部と、前記ブレース部の上端側に一体に設けられるとともに、前記吊り部材の上端側に係合して前記ブレース部の上端側を前記吊り部材の上端側に接続する吊元側接続機構とを備えており、前記吊元側接続機構が、前記ブレース部の上端側に一体に配設されるブレース側接続支持部と、前記ブレース側接続支持部に、横方向の一の方向に延びる回動軸周りに回動自在に、且つ着脱可能に接続して支持され、前記上下方向に立設された状態で、前記ブレース側接続支持部から前記吊り部材側に向け、前記一の方向に直交する横方向の他の方向に突設されるとともに、前記吊り部材に案内されて上下方向に移動可能に係合して前記吊り部材を保持する吊り部材係合保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 reinforcing member of the present invention includes a ceiling base supported by being suspended and supported by a plurality of suspension members having upper ends connected to the upper structure, a plate-like ceiling material that is attached to the ceiling base and forms a ceiling surface, A member for reinforcing a suspended ceiling comprising an upper structure on the upper structure and a reinforcing brace provided obliquely by connecting the lower end to the ceiling base directly or indirectly, respectively. And a brace part that is provided with a lower end side connected to the ceiling base, and is provided integrally with the upper end side of the brace part, and is associated with the upper end side of the suspension member. And a suspension side connection mechanism for connecting the upper end side of the brace part to the upper end side of the suspension member, and the suspension side connection mechanism is integrally disposed on the upper end side of the brace part. Brace side connection support and front The brace-side connection support portion is supported by being connected to the brace-side connection support portion so as to be rotatable and detachable around a rotation shaft extending in one lateral direction, and in a state of being erected in the vertical direction. Projecting from the support portion toward the suspension member in the other direction perpendicular to the one direction, the suspension member is guided by the suspension member and movably engaged in the vertical direction. It is characterized by comprising a suspension member engagement holding portion for holding the suspension member.

この発明においては、ブレース部の上端側に一体に配設されたブレース側接続支持部に、吊り部材係合保持部が回動自在に且つ着脱可能に支持されるとともに、この吊り部材係合保持部が吊り部材に案内されながら上下方向に移動可能に係合して吊り部材を保持する。このため、補強ブレースの下端側を天井下地に接続した接続部の直近の吊り部材の下端側に吊り部材係合保持部を係合させ、さらに、この吊り部材係合保持部をブレース部の上端側に設けられたブレース側接続支持部に回動自在に取り付け、作業者がブレース部を上方に持ち上げるように操作すると、回動しつつ吊り部材に案内されて、吊り部材係合保持部を上方にスライド移動させながら、吊り部材に沿うようにブレース部(吊り天井補強用部材)を立設、設置することができる。そして、このようにブレース部を立設した状態で、ブレース部の下端側を天井下地に例えばボルト接合して接続することにより、ブレース部(吊り天井補強用部材)を、その上端側を吊元側接続機構によって吊元(吊りボルトの上端側)に、下端側を天井下地にそれぞれ接続させ、吊りボルトに沿って設置することができる。   In the present invention, the suspension member engagement holding portion is rotatably and detachably supported by the brace side connection support portion integrally disposed on the upper end side of the brace portion, and the suspension member engagement holding is performed. While the part is guided by the suspension member, the suspension member is engaged with the suspension member so as to be movable in the vertical direction. For this reason, the suspension member engagement holding portion is engaged with the lower end side of the suspension member closest to the connection portion where the lower end side of the reinforcing brace is connected to the ceiling base, and this suspension member engagement retention portion is further connected to the upper end of the brace portion. It is attached to the brace-side connection support provided on the side so that it can freely rotate. When the operator operates to lift the brace upward, it is guided by the suspension member while rotating, and the suspension member engagement holding portion is moved upward. The brace part (suspended ceiling reinforcing member) can be erected and installed along the suspension member while being slid. Then, with the brace portion standing upright in this way, the lower end side of the brace portion is connected to the ceiling base by, for example, bolting, so that the brace portion (suspended ceiling reinforcing member) is connected to the upper end side of the brace portion. The side connection mechanism can be installed along the suspension bolt by connecting the lower end side to the ceiling base and the suspension base (upper end side of the suspension bolt).

また、本発明の吊り天井補強用部材において、前記ブレース側接続支持部には、前記ブレース部が前記吊り部材に沿う上下方向に立設された状態で、前記他方向に突出し、前記吊り部材に当接することによって前記吊り部材係合保持部の回動を規制し、前記吊り部材係合保持部とともに前記吊り部材を保持する回動規制部が設けられていることが望ましい。   Further, in the suspended ceiling reinforcing member of the present invention, the brace-side connection support portion protrudes in the other direction in a state in which the brace portion is erected in the vertical direction along the suspension member, and is attached to the suspension member. It is desirable to provide a rotation restricting portion that restricts the rotation of the suspension member engagement holding portion by contact and holds the suspension member together with the suspension member engagement retention portion.

この発明においては、回動しつつ吊り部材に案内されて、吊り部材係合保持部を上方にスライド移動させながら、吊り部材に沿うようにブレース部(吊り天井補強用部材)が立設、配置されるとともに、ブレース側接続支持部に設けられた回動規制部によって吊り部材係合保持部の回動が規制される。これにより、ブレース部が吊り部材に沿う上下方向に立設された状態で、吊り部材係合保持部とともに回動規制部によって、ブレース部の上端側を吊り部材の上端側(吊元側)に確実に保持して接続することが可能になる。   In this invention, the brace portion (suspending ceiling reinforcing member) is erected and arranged along the suspension member while being guided by the suspension member while rotating and sliding the suspension member engagement holding portion upward. At the same time, the rotation of the suspension member engagement holding portion is restricted by the rotation restriction portion provided in the brace-side connection support portion. Thereby, in a state where the brace portion is erected in the vertical direction along the suspension member, the upper end side of the brace portion is moved to the upper end side (suspending side) of the suspension member by the rotation restricting portion together with the suspension member engagement holding portion. It is possible to securely hold and connect.

本発明の吊り天井構造は、上部構造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、前記上部構造に上端側を、前記天井下地に下端側をそれぞれ直接あるい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であって、上記のいずれかの吊り天井補強用部材を備え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 having upper ends connected to the upper structure, a plate-like ceiling material that is attached to the ceiling base to form a ceiling surface, and the upper structure A suspension ceiling structure including a reinforcing brace that is obliquely connected to the ceiling base directly or indirectly by connecting the lower end side directly or indirectly, and includes any one of the above-described suspended ceiling reinforcing members. It is characterized by being.

この発明においては、上記の吊り天井補強用部材による作用効果を得ることが可能になる。   In this invention, it becomes possible to obtain the effect by the above-mentioned suspended ceiling reinforcing member.

本発明の吊り天井補強用部材(及びこれを備えた吊り天井構造)においては、例えば、ノの字状に斜設された補強ブレースの下端側と天井下地の接続部付近の天井材のみを取り外し、天井足場から、吊り天井補強用部材を吊り部材(吊りボルト)に沿って容易に設置することができる。すなわち、吊元での高所作業を不要にして吊り天井補強用部材を吊り部材に沿って設置することができ、この吊り天井補強用部材のブレース部と補強ブレースとでレの字状のブレースを容易に構成することが可能になる。   In the suspended ceiling reinforcing member (and the suspended ceiling structure provided with the same) of the present invention, for example, only the ceiling material near the connection portion between the lower end side of the reinforcing brace obliquely arranged in a square shape and the ceiling base is removed. From the ceiling scaffold, the suspension ceiling reinforcing member can be easily installed along the suspension member (suspending bolt). That is, it is possible to install the suspended ceiling reinforcing member along the hanging member without requiring a high place work at the hanging base, and the brace portion and the reinforcing brace of the suspended ceiling reinforcing member make a letter-shaped brace. Can be configured easily.

そして、このように吊り天井補強用部材を設置することにより、大規模地震などが発生して補強ブレースに外力が作用すると同時に吊り部材に作用する圧縮力を吊り天井補強用部材で負担することが可能になる。これにより、従来の吊り部材が曲げ変形して補強ブレースで負担する外力が小さくなってしまったり、逆に吊り部材が曲げ変形して過大な外力が補強ブレースに作用するなどの不都合を解消することが可能になる。  By installing the suspension ceiling reinforcing member in this way, a large-scale earthquake or the like occurs and an external force acts on the reinforcement brace, and at the same time, a compression force acting on the suspension member can be borne by the suspension ceiling reinforcement member. It becomes possible. This eliminates the inconvenience that the conventional suspension member is bent and deformed to reduce the external force applied to the reinforcing brace, or the suspension member is bent and deformed to cause excessive external force to act on the reinforcement brace. Is possible.

よって、本発明の吊り天井補強用部材を用いることによって、容易に且つ確実に吊り部材に沿う上下方向の補強を施すことが可能になり、補強ブレースの効果を確実に発揮させ、大幅に耐震性能の向上を図ることが可能になる。   Therefore, by using the suspended ceiling reinforcing member of the present invention, it is possible to easily and surely reinforce the vertical direction along the hanging member, reliably exhibiting the effect of the reinforcing brace, and greatly improve the earthquake resistance performance. Can be improved.

また、このとき、吊り天井補強用部材のブレース部には市中汎用材を適用することができるため、従来の角鋼を用いる場合と比較し、容易に資材を入手することができる。これにより、補強対策、耐震性能向上対策を低コストで行うことが可能になる。   At this time, since a commercial general-purpose material can be applied to the brace portion of the suspended ceiling reinforcing member, the material can be easily obtained as compared with the case of using conventional square steel. This makes it possible to carry out reinforcement measures and measures for improving seismic performance at low cost.

本発明の一実施形態にかかる吊り天井構造及び吊り天井補強用部材を示す側断面図である。1 is a side sectional view showing a suspended ceiling structure and a suspended ceiling reinforcing member according to an embodiment of the present invention. 本発明の一実施形態にかかる吊り天井補強用部材を示す側断面図である。It is a sectional side view which shows the member for reinforcing a suspended ceiling concerning one Embodiment of this invention. 本発明の一実施形態にかかる吊り天井補強用部材の吊元側接続機構のブレース側接続支持部を示す側面図である。It is a side view which shows the brace side connection support part of the suspension origin side connection mechanism of the member for suspension ceiling reinforcement concerning one Embodiment of this invention. 図3のX1−X1線矢視図である。FIG. 4 is a view taken along line X1-X1 in FIG. 3. 図3のX2−X2線矢視図である。FIG. 4 is a view taken along line X2-X2 in FIG. 3. 図3のX3−X3線矢視図である。FIG. 4 is a view taken along line X3-X3 in FIG. 3. 本発明の一実施形態にかかる吊り天井補強用部材の吊元側接続機構の吊り部材係合保持部を示す側面図である。It is a side view which shows the suspension member engagement holding | maintenance part of the suspension origin side connection mechanism of the member for suspension ceiling reinforcement concerning one Embodiment of this invention. 図7のX1−X1線矢視図である。FIG. 8 is a view taken along line X1-X1 in FIG. 7. 本発明の一実施形態にかかる吊り天井補強用部材を設置している状態を示す図である。It is a figure which shows the state which has installed the member for reinforcing a suspended ceiling concerning one Embodiment of this invention. 従来の吊り天井構造に対する本発明の一実施形態にかかる吊り天井構造の優位性の説明に用いた図である。It is the figure used for description of the superiority of the suspended ceiling structure concerning one embodiment of the present invention over the conventional suspended ceiling structure. 従来の吊り天井構造の天井面側からの斜視図である。It is a perspective view from the ceiling surface side of the conventional suspended ceiling structure. 従来の吊り天井構造の側面図である。It is a side view of the conventional suspended ceiling structure. 従来の他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 other conventional suspended ceiling structure.

以下、図1から図10(及び図11、図12)を参照し、本発明の一実施形態に係る吊り天井補強用部材及びこれを備えた吊り天井構造について説明する。   Hereinafter, with reference to FIG. 1 to FIG. 10 (and FIG. 11 and FIG. 12), a suspended ceiling reinforcing member and a suspended ceiling structure provided with the same according to an embodiment of the present invention will be described.

本実施形態の吊り天井(吊り天井構造)Bは、吊り天井Aと同様(図11及び図12参照)、図1に示すように、野縁1と野縁受け2と吊り部材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 the present embodiment is the same as the suspended ceiling A (see FIGS. 11 and 12), and as shown in FIG. 1, a field edge 1, a field edge receiver 2, a suspension member 4, and a ceiling material. 6 and a reinforcing brace 9.

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 10 at an intersection that 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、アンカー等の固定具を用い、上端を上階の床材等の上部構造3に固着して垂下され、下端側を、ハンガー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 a male screw thread on the outer peripheral surface, and is fixed to an upper structure 3 such as an upper floor using a fixture such as an anchor. A plurality of lower ends are connected to the field receiver 2 by using the hanger 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、例えば、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、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, for example, by laminating two boards together and integrally formed, and is formed with a weight of about 20 kg per 1 m 2 together with the weight of the 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、その上端側を、隣り合う吊りボルト4のうち一方の吊りボルト4の上端側付近(吊元付近)に、下端側を、吊りボルト4の下端側付近(ハンガー11付近の野縁受け2など)に接続して斜設されている。すなわち、補強ブレース9は、上部構造3に上端側を、天井下地8に下端側をそれぞれ直接あるいは間接的に接続して斜設されている。   The reinforcing brace 9 is, for example, a grooved steel having a U-shaped cross section, and the upper end side thereof is near the upper end side (near the suspension base) of one of the hanging bolts 4 and the lower end side. Is connected obliquely to the vicinity of the lower end side of the suspension bolt 4 (such as the field receiver 2 near the hanger 11). That is, the reinforcing brace 9 is obliquely connected with the upper structure 3 at the upper end side and the ceiling base 8 at the lower end side directly or indirectly.

また、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。そして、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. Then, during an earthquake or the like, the lateral force of the ceiling portion 5 is suppressed by transmitting an external force acting on the ceiling portion 5 including the ceiling base 8 and the ceiling material 6 to the building component (building frame) by the reinforcing brace 9.

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、補強ブレース9の下端側を接続した接続部12の直近に位置する吊り部材4の下端付近の天井下地8に下端を接続し、この吊りボルト4に沿って、上下方向T3に吊り天井補強用部材15が延設(立設)されている。   On the other hand, in the suspended ceiling B of the present embodiment, as shown in FIG. 1, the lower end is connected to the ceiling base 8 near the lower end of the suspension member 4 positioned in the immediate vicinity of the connecting portion 12 to which the lower end side of the reinforcing brace 9 is connected. Along the suspension bolt 4, a suspended ceiling reinforcing member 15 is extended (stands up) in the vertical direction T3.

また、この吊り天井補強用部材15は、図1及び図2に示すように、例えば、市中汎用材の断面子字状の溝形鋼を用いて形成され、吊りボルト4に沿って上下方向T3に立設されるとともに、下端側を天井下地8に接続して配設されるブレース部16と、ブレース部16の上端側に一体に設けられるとともに、吊りボルト4の上端側に係合してブレース部16の上端側を吊りボルト4の上端側(吊元側)に接続する吊元側接続機構17とを備えている。   Further, as shown in FIG. 1 and FIG. 2, the suspension ceiling reinforcing member 15 is formed using, for example, a cross-section groove-shaped steel of a general-purpose material in the city, and extends in the vertical direction along the suspension bolt 4. The brace portion 16 is provided on the upper end side of the brace portion 16 that is erected at T3 and is connected to the ceiling base 8 at the lower end side, and is engaged with the upper end side of the suspension bolt 4 while being integrally provided. And a suspension base connection mechanism 17 that connects the top end side of the brace portion 16 to the top end side (suspension base side) of the suspension bolt 4.

ブレース部16は、下端側に野縁受け2等の天井下地8にボルト接合するための下側ボルト挿通孔を設けて形成され、上端側に、吊元側接続機構17を着脱可能に一体にボルト接合するための上側ボルト挿通孔16a(図2参照)を設けて形成されている。   The brace portion 16 is formed by providing a lower bolt insertion hole for bolting to the ceiling base 8 such as the field edge receiver 2 on the lower end side, and the suspension side connection mechanism 17 is detachably integrated on the upper end side. An upper bolt insertion hole 16a (see FIG. 2) for bolting is provided.

一方、吊元側接続機構17は、金属製であり、図2に示すように、ブレース部16の上側ボルト挿通孔16aにボルトを挿通し、ナットを螺着することによってブレース部16の上端側に着脱可能に一体に配設されるブレース側接続支持部18と、ブレース側接続支持部18に、横方向の一の方向(他方向)T2に延びる回動軸O1周りに回動自在に、且つ着脱可能に接続して支持され、上下方向T3に立設された状態で、ブレース側接続支持部18から吊りボルト4側に向け、一の方向T2に直交する横方向の他の方向(一方向)T1に突設される吊り部材係合保持部19とを備えて構成されている。   On the other hand, the suspension side connection mechanism 17 is made of metal, and, as shown in FIG. 2, the bolt is inserted into the upper bolt insertion hole 16a of the brace part 16, and the nut is screwed to the upper end side of the brace part 16. The brace-side connection support 18 and the brace-side connection support 18 that are detachably integrated with the brace-side connection support 18 are rotatable around a rotation axis O1 extending in one lateral direction (the other direction) T2. In addition, in a state where it is detachably connected and supported, and is erected in the vertical direction T3, the other direction in the lateral direction (one And a suspension member engagement holding portion 19 projecting in the direction T1.

また、本実施形態の吊元側接続機構17のブレース側接続支持部18は、図3から図6に示すように、略U字状に形成され、一対の側壁部18a、18bにそれぞれボルト挿通孔18cが貫通形成されている。さらに、底板部18dに、下面から上面に貫通するボルト挿通孔18eが形成され、図2に示すように、このボルト挿通孔18eとブレース部16の上側ボルト挿通孔16aを連通させ、互いのボルト挿通孔18e、16aにボルトを挿通してナットを螺着することで、ブレース側接続支持部18がブレース部16の上端側に着脱可能に接続される。   Moreover, the brace side connection support part 18 of the suspension side connection mechanism 17 of this embodiment is formed in a substantially U shape as shown in FIGS. 3 to 6, and the bolts are respectively inserted into the pair of side wall parts 18a and 18b. A hole 18c is formed through. Further, a bolt insertion hole 18e penetrating from the lower surface to the upper surface is formed in the bottom plate portion 18d. As shown in FIG. 2, the bolt insertion hole 18e and the upper bolt insertion hole 16a of the brace portion 16 are communicated with each other. The brace-side connection support portion 18 is detachably connected to the upper end side of the brace portion 16 by inserting bolts into the insertion holes 18e and 16a and screwing the nuts.

さらに、ブレース側接続支持部18には、図2、図3から図6に示すように、前記他の方向T1に突出し、吊りボルト4に当接することによって吊り部材係合保持部19の回動を規制し、吊り部材係合保持部19とともに吊りボルト4を保持する回動規制部20が設けられている。すなわち、回動規制部20は、吊りボルト4に沿って、上下方向T3に吊り天井補強用部材15を立設した状態で、吊りボルト4の外周面と、ボルト挿通孔18e(ひいてはブレース部16)との横方向T1の距離を規定し、且つ、吊り部材係合保持部19とともに吊りボルト4を保持するように突出して形成されている。   Further, as shown in FIGS. 2 and 3 to 6, the brace-side connection support portion 18 protrudes in the other direction T <b> 1 and contacts the suspension bolt 4 to rotate the suspension member engagement holding portion 19. And a rotation restricting portion 20 that holds the suspension bolt 4 together with the suspension member engagement holding portion 19 is provided. That is, in the state where the suspension ceiling reinforcing member 15 is erected along the suspension bolt 4 in the vertical direction T3, the rotation restricting portion 20 and the bolt insertion hole 18e (and thus the brace portion 16). ) In the horizontal direction T1 and the suspension member engagement holding portion 19 and the suspension bolt 4 so as to be held.

そして、本実施形態では、回動規制部20が、ブレース側接続支持部18の底板部18dの一側端部から、底板部18dの上面及び下面に沿う横方向T1外側に突出して設けられている。さらに、本実施形態の回動規制部20は、底板部18dの一側端部から横方向T1に突出する突出部20aと、突出部20aの突出方向先端から上方に垂直に折れ曲がって延設され、その上方への延出長さによって吊り天井補強用部材の取り付け作業時の傾動可能な傾斜角度を規定し、また、吊りボルト4を保持するボルト保持部20bとを備えて、L字状に形成されている。   In this embodiment, the rotation restricting portion 20 is provided so as to protrude from the one side end portion of the bottom plate portion 18d of the brace-side connection support portion 18 to the outside in the lateral direction T1 along the upper surface and the lower surface of the bottom plate portion 18d. Yes. Furthermore, the rotation restricting portion 20 of the present embodiment extends from the one end portion of the bottom plate portion 18d so as to protrude in the lateral direction T1 and bends vertically upward from the protruding direction tip of the protruding portion 20a. The upward extending length defines a tiltable tilt angle at the time of attaching the suspension ceiling reinforcing member, and includes a bolt holding portion 20b for holding the suspension bolt 4, and is L-shaped. Is formed.

なお、本実施形態では、回動規制部20がブレース側接続支持部18に一体形成されているものとしたが、回動規制部20は、ブレース側接続支持部18と別部材とし、ブレース側接続支持部18に着脱可能に取り付けるように形成されていてもよい。   In the present embodiment, the rotation restricting portion 20 is integrally formed with the brace side connection support portion 18. However, the rotation restricting portion 20 is a separate member from the brace side connection support portion 18, and the brace side You may form so that it may attach to the connection support part 18 so that attachment or detachment is possible.

吊り部材係合保持部19は、図2、図7及び図8に示すように、一対の側壁部19a、19bと連結保持部19cを備えてU字状に形成され、一対の側壁部19a、19bにそれぞれ、ボルト挿通孔19dが貫通形成されている。さらに、吊り部材係合保持部19は、連結保持部19cが円柱棒状の吊りボルト4の外周面に沿うように、すなわち、吊りボルト4の外周面と略同等の曲率をもつ円弧状に形成されている。また、吊り部材係合保持部19は、一対の側壁部19a、19bの外面の間の幅寸法d1(図8参照)が、ブレース側接続支持部18の一対の側壁部18a、18bの内面の間の幅寸法d2(図5参照)よりも小さく形成されている。   As shown in FIGS. 2, 7, and 8, the suspension member engagement holding portion 19 includes a pair of side wall portions 19 a and 19 b and a connection holding portion 19 c and is formed in a U shape. A bolt insertion hole 19d is formed through each 19b. Further, the suspension member engaging and holding portion 19 is formed in an arc shape having a curvature substantially equal to the outer peripheral surface of the suspension bolt 4 so that the connection holding portion 19 c is along the outer peripheral surface of the cylindrical rod-shaped suspension bolt 4. ing. Further, the suspension member engagement holding portion 19 has a width dimension d1 (see FIG. 8) between the outer surfaces of the pair of side wall portions 19a and 19b so that the inner surface of the pair of side wall portions 18a and 18b of the brace-side connection support portion 18 It is formed smaller than the width dimension d2 (see FIG. 5).

そして、この吊り部材係合保持部19は、図2(図3から図8)に示すように、一対の側壁部19a、19bをブレース側接続支持部18の一対の側壁部18a、18bの間に挿入し、ブレース側接続支持部18と互いの側壁部18a、18b、19a、19bに形成されたボルト挿通孔18c、19cを連通させるとともにボルトを挿通し、ナットを螺着して、ブレース側接続支持部18に着脱可能に且つボルト軸周りに回動自在に接続される。   As shown in FIG. 2 (FIGS. 3 to 8), the suspension member engagement holding portion 19 is formed by connecting the pair of side wall portions 19a and 19b between the pair of side wall portions 18a and 18b of the brace-side connection support portion 18. The brace-side connection support 18 and the bolt insertion holes 18c, 19c formed in the side walls 18a, 18b, 19a, 19b are communicated with each other, bolts are inserted, nuts are screwed, and the brace side It is detachably connected to the connection support portion 18 and is rotatable around the bolt axis.

また、吊り部材係合保持部19は、この状態で、一対の側壁部19a、19bがブレース側接続支持部18の底板部18dの一側端部よりも横方向T1に突設され、ひいては連結保持部19cが横方向T1外側に配されている。   Further, in this state, the pair of side wall portions 19a and 19b protrudes in the lateral direction T1 from the one side end portion of the bottom plate portion 18d of the brace-side connection support portion 18, and thus the suspension member engagement holding portion 19 is connected. The holding part 19c is arranged on the outer side in the horizontal direction T1.

そして、この吊り部材係合保持部19の連結保持部19cの内面と、ブレース側接続支持部18の回動規制部20との横方向T1の間に吊りボルト4が挿通され、連結保持部19cが円柱棒状の吊りボルト4の外周に沿うように形成され、吊りボルト4を挿通するとともにこの吊りボルト4を内包して巻き掛けるように係合する。これにより、吊元側接続機構17(吊り部材係合保持部19)が吊りボルト4に案内されて上下方向T3に移動可能に係合して吊りボルト4を保持し、且つ、吊り部材係合保持部19とブレース側接続支持部18の回動規制部20とで吊りボルト4が挟み込むように係合し、吊元側接続機構17ひいては吊り天井補強用部材15の上端側が吊りボルト4に接続される。   The suspension bolt 4 is inserted between the inner surface of the connection holding portion 19c of the suspension member engagement holding portion 19 and the lateral direction T1 between the rotation restricting portion 20 of the brace-side connection support portion 18 and the connection holding portion 19c. Is formed along the outer periphery of the cylindrical rod-shaped suspension bolt 4, and the suspension bolt 4 is inserted therethrough and engaged so as to enclose and suspend the suspension bolt 4. As a result, the suspension side connection mechanism 17 (the suspension member engagement holding portion 19) is guided by the suspension bolt 4 and is movably engaged in the vertical direction T3 to hold the suspension bolt 4, and the suspension member engagement. The holding portion 19 and the rotation restricting portion 20 of the brace side connection support portion 18 are engaged so that the suspension bolt 4 is sandwiched, and the suspension side connection mechanism 17 and the upper end side of the suspension ceiling reinforcing member 15 are connected to the suspension bolt 4. Is done.

また、本実施形態の吊り天井補強用部材15においては、ブレース部16の下端側に設けられた下側ボルト挿通孔(不図示)にボルトを挿通し、ナットを螺着することで、ブレース部16の下端側が野縁受け2等の天井下地8に接続される。   Further, in the suspended ceiling reinforcing member 15 of the present embodiment, the brace portion is formed by inserting a bolt through a lower bolt insertion hole (not shown) provided on the lower end side of the brace portion 16 and screwing a nut. The lower end side of 16 is connected to the ceiling base 8 such as the field edge receiver 2 or the like.

そして、本実施形態の吊り天井補強用部材15を上記のように設置して吊り天井Bの耐震性能のさらなる向上を図る際には、図9(及び図2)に示すように、まず、ノの字状に設置された補強ブレース9の下端側を接続した接続部12の直近に位置する吊りボルト4が臨めるように、この吊りボルト4付近の天井パネル6を局所的(部分的)に取り外す。   When the suspended ceiling reinforcing member 15 of the present embodiment is installed as described above to further improve the seismic performance of the suspended ceiling B, first, as shown in FIG. 9 (and FIG. 2), The ceiling panel 6 in the vicinity of the suspension bolt 4 is removed locally (partially) so that the suspension bolt 4 positioned in the immediate vicinity of the connection portion 12 connected to the lower end side of the reinforcing brace 9 installed in the shape of a square. .

次に、仮設足場や天井足場を用い、作業者Mが吊りボルト4に吊元側接続機構17を取り付ける。このとき、図2に示すように、例えば、ブレース部16の上端に予めブレース側接続支持部18を接続しておき、吊りボルト4の下端側に巻き掛けるように(内包するように)U字状の吊り部材係合保持部19を取り付けるとともに、この吊り部材係合保持部19をブレース側接続支持部18にボルトで接続する。これにより、吊りボルト4が吊り部材係合保持部19とブレース側接続支持部18の回動規制部20との間に挿通した形となり、吊りボルト4に吊元側接続機構17を介してブレース部16の上端側が接続される。   Next, the worker M attaches the suspension side connection mechanism 17 to the suspension bolt 4 using a temporary scaffold or a ceiling scaffold. At this time, as shown in FIG. 2, for example, a brace-side connection support portion 18 is connected in advance to the upper end of the brace portion 16 and is wound around the lower end side of the suspension bolt 4 (inclusive). The suspension member engagement holding portion 19 is attached and the suspension member engagement retention portion 19 is connected to the brace side connection support portion 18 with a bolt. Thus, the suspension bolt 4 is inserted between the suspension member engagement holding portion 19 and the rotation restricting portion 20 of the brace side connection support portion 18, and the brace is connected to the suspension bolt 4 via the suspension side connection mechanism 17. The upper end side of the part 16 is connected.

一方、このとき、ブレース側接続支持部18の回動規制部20が、突出部20aと、この突出部20aの先端から上方に垂直に折れ曲がり、その上方への延出長さによって吊り天井補強用部材15の取り付け作業時の傾動可能な傾斜角度を規定し、また、吊りボルト4を保持するボルト保持部20bとを備えている。このため、上記のように吊り天井補強用部材15の吊元側接続機構17を吊りボルト4の下端側に取り付ける際には、図2に示すように、回動規制部20のボルト保持部20bの長さに応じ、作業者Mが吊り天井補強用部材15(ブレース部16)を吊りボルト4に対して斜めにしながら取り付け作業が行える。   On the other hand, at this time, the rotation restricting portion 20 of the brace-side connection support portion 18 bends vertically upward from the protruding portion 20a and the tip of the protruding portion 20a. A bolt holding portion 20 b that defines a tiltable tilt angle at the time of attaching the member 15 and holds the suspension bolt 4 is provided. For this reason, as shown in FIG. 2, when attaching the suspension side connection mechanism 17 of the suspension ceiling reinforcing member 15 to the lower end side of the suspension bolt 4 as described above, as shown in FIG. Depending on the length, the worker M can perform the attachment work while tilting the suspension ceiling reinforcing member 15 (brace portion 16) with respect to the suspension bolt 4.

そして、作業者Mがこの斜めにした状態から吊り天井補強用部材15(ブレース部16)を上方に押し上げると、吊り部材係合保持部19とブレース側接続支持部18の回動規制部20の間に挿通した吊りボルト4に案内されて、吊元側接続機構17が上方にスライド移動する。また、吊元側接続機構17が吊りボルト4の上方に進出するほどに、吊りボルト4に対するブレース部16の傾斜角度が小さくなってゆき、吊り天井補強用部材15、ブレース部16が吊りボルト4に沿って立設するとともに(吊りボルト4に対するブレース部16の角度が0度になるとともに)、吊元側接続機構17が吊りボルト4の上端側(吊元側)の所定位置に配設される。   When the worker M pushes the suspended ceiling reinforcing member 15 (brace portion 16) upward from the inclined state, the suspension member engagement holding portion 19 and the rotation restricting portion 20 of the brace-side connection support portion 18 are moved. Guided by the suspension bolt 4 inserted between them, the suspension side connection mechanism 17 slides upward. Moreover, the inclination angle of the brace part 16 with respect to the suspension bolt 4 becomes smaller as the suspension side connection mechanism 17 advances above the suspension bolt 4, and the suspension ceiling reinforcing member 15 and the brace part 16 become the suspension bolt 4. (The angle of the brace portion 16 with respect to the suspension bolt 4 becomes 0 degree) and the suspension side connection mechanism 17 is disposed at a predetermined position on the upper end side (the suspension side) of the suspension bolt 4. The

このようにブレース部16が吊りボルト4に沿って立設し、吊元側接続機構17が吊りボルト4の上端側の所定位置に配設されるとともに、吊り部材係合保持部19とブレース側接続支持部18の回動規制部20とで挟み込んで吊りボルト4と吊元側接続機構17が係合する。すなわち、ブレース部16が吊りボルト4に沿う上下方向T3に立設された状態で、変形が生じても回動規制部20が吊りボルト4に当接するため、この回動規制部20によって吊り部材係合保持部19の回動が規制され、吊り部材係合保持部19と回動規制部20とによって確実に吊りボルト4が保持される。これにより、吊り天井補強用部材15を上方にスライド移動するだけで、吊り天井補強用部材15の上端側を吊りボルト4の上端側の吊元に接続することができる。   In this way, the brace portion 16 is erected along the suspension bolt 4, the suspension side connection mechanism 17 is disposed at a predetermined position on the upper end side of the suspension bolt 4, and the suspension member engagement holding portion 19 and the brace side are disposed. The suspension bolt 4 and the suspension side connection mechanism 17 are engaged with each other by being sandwiched between the rotation restricting portions 20 of the connection support portion 18. That is, in the state where the brace portion 16 is erected in the vertical direction T3 along the suspension bolt 4, the rotation restricting portion 20 contacts the suspension bolt 4 even if deformation occurs. The rotation of the engagement holding portion 19 is restricted, and the suspension bolt 4 is securely held by the suspension member engagement holding portion 19 and the rotation restriction portion 20. Thus, the upper end side of the suspension ceiling reinforcing member 15 can be connected to the suspension source on the upper end side of the suspension bolt 4 simply by sliding the suspension ceiling reinforcing member 15 upward.

また、このように上端側が吊りボルト4に接続されたブレース部16の下端側を天井下地8の野縁受け2にボルト接合することによって、図1に示すように、吊りボルト4に沿って吊り天井補強用部材15(ブレース部16)を立設した状態で固定して設置することができる。   In addition, the lower end side of the brace portion 16 whose upper end side is connected to the suspension bolt 4 is bolted to the field receiver 2 of the ceiling base 8 as described above, thereby hanging along the suspension bolt 4 as shown in FIG. The ceiling reinforcing member 15 (brace portion 16) can be fixed and installed in a standing state.

したがって、本実施形態の吊り天井補強用部材15(及び吊り天井構造B)では、ブレース部16の上端側に一体に配設されたブレース側接続支持部18に、吊り部材係合保持部19が回動自在に且つ着脱可能に支持されるとともに、この吊り部材係合保持部19が吊りボルト4に案内されながら上下方向T3に移動可能に係合して吊りボルト4を保持する。このため、補強ブレース9の下端側を天井下地8に接続した接続部12の直近の吊りボルト4の下端側に吊り部材係合保持部19を係合させ、さらに、この吊り部材係合保持部19をブレース側接続支持部18に回動自在に取り付け、作業者Mがブレース部16を上方に持ち上げるように操作すると、回動しつつ吊りボルト4に案内されて、吊り部材係合保持部19を上方にスライド移動させながら、吊りボルト4に沿うようにブレース部16(吊り天井補強用部材15)を立設、設置することができる。   Therefore, in the suspended ceiling reinforcing member 15 (and the suspended ceiling structure B) of the present embodiment, the suspension member engagement holding portion 19 is provided on the brace side connection support portion 18 that is integrally disposed on the upper end side of the brace portion 16. While being supported rotatably and detachably, the suspension member engagement holding portion 19 is engaged with the suspension bolt 4 so as to be movable in the vertical direction T3 while being guided by the suspension bolt 4. For this reason, the suspension member engagement holding part 19 is engaged with the lower end side of the suspension bolt 4 nearest to the connection part 12 where the lower end side of the reinforcing brace 9 is connected to the ceiling base 8, and this suspension member engagement holding part 19 is rotatably attached to the brace-side connection support portion 18, and when the operator M operates to lift the brace portion 16 upward, the suspension bolt is guided by the suspension bolt 4 while rotating, and the suspension member engagement holding portion 19. The brace portion 16 (suspended ceiling reinforcing member 15) can be erected and installed along the suspension bolt 4 while sliding the frame upward.

そして、このようにブレース部16を立設した状態で、ブレース部16の下端側を天井下地8に例えばボルト接合して接続することにより、ブレース部16(吊り天井補強用部材15)を、その上端側を吊元側接続機構17によって吊元(吊りボルト4の上端側)に、下端側を天井下地8にそれぞれ接続させ、吊りボルト4に沿って設置することができる。   Then, with the brace portion 16 standing upright in this manner, the lower end side of the brace portion 16 is connected to the ceiling base 8 by, for example, bolting, so that the brace portion 16 (suspended ceiling reinforcing member 15) is The upper end side can be installed along the suspension bolt 4 by connecting the upper end side to the suspension base (upper end side of the suspension bolt 4) and the lower end side to the ceiling base 8 by the suspension base connection mechanism 17.

これにより、本実施形態の吊り天井補強用部材15(及びこれを備えた吊り天井構造B)においては、例えば、ノの字状に斜設された補強ブレース9の下端側と天井下地8の接続部付近の天井パネル6のみを取り外し、天井足場から、吊り天井補強用部材15を吊りボルト4に沿って容易に設置することができる。すなわち、吊元での高所作業を不要にして吊り天井補強用部材15を吊り部材に沿って設置することができ、この吊り天井補強用部材15のブレース部16と補強ブレース9とでレの字状のブレースを容易に構成することが可能になる。   Accordingly, in the suspended ceiling reinforcing member 15 (and the suspended ceiling structure B including the same) according to the present embodiment, for example, the connection between the lower end side of the reinforcing brace 9 obliquely provided in a square shape and the ceiling base 8 Only the ceiling panel 6 in the vicinity of the unit can be removed, and the suspended ceiling reinforcing member 15 can be easily installed along the suspension bolt 4 from the ceiling scaffold. That is, it is possible to install the suspended ceiling reinforcing member 15 along the hanging member without requiring a high place work at the hanging base, and the brace portion 16 and the reinforcing brace 9 of the suspended ceiling reinforcing member 15 A character-shaped brace can be easily configured.

そして、このように吊り天井補強用部材15を設置することにより、大規模地震などが発生して補強ブレース9に外力が作用すると同時に吊りボルト4に作用する圧縮力を吊り天井補強用部材15で負担することが可能になる。これにより、従来の吊りボルト4が曲げ変形して補強ブレース9で負担する外力が小さくなってしまったり、逆に吊りボルト4が曲げ変形して過大な外力が補強ブレース9に作用するなどの不都合を解消することが可能になる。  By installing the suspension ceiling reinforcing member 15 in this way, a large-scale earthquake or the like occurs and an external force acts on the reinforcement brace 9 and simultaneously a compressive force acting on the suspension bolt 4 is applied by the suspension ceiling reinforcement member 15. It becomes possible to bear. As a result, the conventional suspension bolt 4 is bent and deformed so that the external force applied to the reinforcing brace 9 is reduced. Conversely, the suspension bolt 4 is bent and deformed and an excessive external force acts on the reinforcement brace 9. Can be eliminated.

ここで、例えば、図10に示すように、通常のノの字の補強ブレース9のみである場合には(図10(a))、ノの字の補強ブレース9の耐力が吊りボルト4の圧縮耐力に依存することになり、約9mm径(3分)の吊りボルト4を用いると、110N程度の水平力(慣性力)を負担することしかできない。
これに対し、吊り天井補強用部材15を設置した場合には(図10(b))、ブレース9、15がレの字の状態で配置された状態となり、上下方向T3に配設された吊り天井補強用部材15(ブレース部16)の圧縮耐力で負担できる水平力が決まることになる。そして、C−40×20×1.6mmの溝形鋼をブレース部16として備えた吊り天井補強用部材15を設置すると、負担できる水平力が約918Nとなる。
Here, for example, as shown in FIG. 10, when there is only a normal U-shaped reinforcing brace 9 (FIG. 10A), the strength of the U-shaped reinforcing brace 9 is the compression of the suspension bolt 4. It depends on the proof stress, and if a suspension bolt 4 having a diameter of about 9 mm (3 minutes) is used, it can only bear a horizontal force (inertial force) of about 110 N.
On the other hand, when the suspended ceiling reinforcing member 15 is installed (FIG. 10B), the braces 9 and 15 are arranged in a letter shape, and the suspension arranged in the vertical direction T3. The horizontal force that can be borne by the compression strength of the ceiling reinforcing member 15 (brace portion 16) is determined. And if the suspended ceiling reinforcing member 15 provided with the C-40 × 20 × 1.6 mm channel steel as the brace portion 16 is installed, the horizontal force that can be borne becomes about 918N.

よって、本実施形態の吊り天井補強用部材15を用いることによって、容易に且つ確実に吊りボルト4に沿う上下方向T3の補強を施すことが可能になり、補強ブレース9の効果を確実に発揮させ、大幅に耐震性能の向上を図ることが可能になる。   Therefore, by using the suspended ceiling reinforcing member 15 of the present embodiment, it is possible to easily and surely reinforce the vertical direction T3 along the suspension bolt 4, and to reliably exhibit the effect of the reinforcing brace 9. It will be possible to greatly improve the seismic performance.

また、このとき、吊り天井補強用部材15のブレース部16には市中汎用材を適用することができるため、従来の角鋼を用いる場合と比較し、容易に資材を入手することができる。これにより、補強対策、耐震性能向上対策を低コストで行うことが可能になる。   Further, at this time, since a commercial general-purpose material can be applied to the brace portion 16 of the suspended ceiling reinforcing member 15, the material can be easily obtained as compared with the case of using a conventional square steel. This makes it possible to carry out reinforcement measures and measures for improving seismic performance at low cost.

以上、本発明に係る吊り天井補強用部材及びこれを備えた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 reinforcing member and the suspended ceiling structure provided with the same according to the present invention has been described, the present invention is not limited to the above-described embodiment, and does not depart from the spirit thereof. It can be changed as appropriate.

例えば、本実施形態では、吊り天井構造が、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8と、この天井下地8にビス留めして取り付け、天井面を形成する天井材6とを備えるものとして説明を行ったが、例えば図13に示したTバー7で天井下地8が形成される吊り天井構造に対しても、本実施形態の吊り天井補強用部材15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。すなわち、本発明にかかる天井下地は、特にその構成を本実施形態のように限定する必要はない。   For example, in the present embodiment, the suspended ceiling structure has a ceiling base 8 in which the field edge 1 and the field edge receiver 2 are assembled in a lattice shape, and a ceiling member that is attached to the ceiling base 8 by screwing to form a ceiling surface. However, the suspended ceiling reinforcing member 15 of the present embodiment is also applied to a suspended ceiling structure in which the ceiling base 8 is formed by the T bar 7 shown in FIG. Thus, it is possible to obtain the same effect as that of the present embodiment. That is, the ceiling foundation according to the present invention need not be particularly limited in configuration as in the present embodiment.

1 野縁
2 野縁受け
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
8 天井下地
9 補強ブレース
10 クリップ
11 ハンガー
12 補強ブレースの接続部
15 吊り天井補強用部材
16 ブレース部
16a 上側ボルト挿通孔
17 吊元側接続機構
18 ブレース側接続支持部
18a 側壁部
18b 側壁部
18c ボルト挿通孔
18d 底板部
18e ボルト挿通孔
19 吊り部材係合保持部
19a 側壁部
19b 側壁部
19c 連結保持部
19d ボルト挿通孔
20 回動規制部
20a 突出部
20b ボルト保持部
A 従来の吊り天井構造
B 吊り天井構造
O1 回動軸
T1 一方向(横方向の他の方向)
T2 他方向(横方向の一の方向)
T3 上下方向
1 Field edge 2 Field edge receiver 3 Superstructure 4 Suspension 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 Reinforcement brace connection 15 Suspended ceiling reinforcement member 16 Brace 16a Upper bolt insertion hole 17 Suspension side connection mechanism 18 Brace side connection support 18a Side wall 18b Side wall Part 18c Bolt insertion hole 18d Bottom plate part 18e Bolt insertion hole 19 Suspension member engagement holding part 19a Side wall part 19b Side wall part 19c Connection holding part 19d Bolt insertion hole 20 Rotation restricting part 20a Projection part 20b Bolt holding part A Conventional suspension ceiling Structure B Suspended ceiling structure O1 Rotating axis T1 One direction (the other direction in the horizontal direction)
T2 Other direction (one direction in the horizontal direction)
T3 vertical direction

Claims (3)

上部構造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、前記上部構造に上端側を、前記天井下地に下端側をそれぞれ直接あるいは間接的に接続して斜設される補強ブレースとを備えてなる吊り天井を補強するための部材であって、
前記吊り部材に沿って上下方向に立設されるとともに、下端側を前記天井下地に接続して配設されるブレース部と、
前記ブレース部の上端側に一体に設けられるとともに、前記吊り部材の上端側に係合して前記ブレース部の上端側を前記吊り部材の上端側に接続する吊元側接続機構とを備えており、
前記吊元側接続機構が、前記ブレース部の上端側に一体に配設されるブレース側接続支持部と、
前記ブレース側接続支持部に、横方向の一の方向に延びる回動軸周りに回動自在に、且つ着脱可能に接続して支持され、前記上下方向に立設された状態で、前記ブレース側接続支持部から前記吊り部材側に向け、前記一の方向に直交する横方向の他の方向に突設されるとともに、前記吊り部材に案内されて上下方向に移動可能に係合して前記吊り部材を保持する吊り部材係合保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補強用部材。
A ceiling base suspended from and supported by a plurality of suspension members connected at the upper end to the upper structure, a plate-like ceiling material attached to the ceiling base to form a ceiling surface, and an upper end of the upper structure, the ceiling base A member for reinforcing a suspended ceiling comprising a reinforcing brace that is obliquely connected to each of the lower ends thereof directly or indirectly,
A brace portion that is erected in the vertical direction along the suspension member, and that is disposed by connecting a lower end side to the ceiling base,
And a suspension-side connection mechanism that is integrally provided on the upper end side of the brace part and engages with the upper end side of the suspension member to connect the upper end side of the brace part to the upper end side of the suspension member. ,
The suspension base side connection mechanism is a brace side connection support portion integrally disposed on the upper end side of the brace portion,
The brace side connection support part is supported by being connected to the brace side connection support portion so as to be rotatable and detachable about a rotation shaft extending in one direction in the horizontal direction. Projecting from the connection support portion toward the suspension member in the other direction perpendicular to the one direction, the suspension is guided by the suspension member and movably engaged in the vertical direction. A suspension ceiling reinforcing member, comprising: a suspension member engagement holding portion for holding a member.
請求項1記載の吊り天井補強用部材において、
前記ブレース側接続支持部には、前記ブレース部が前記吊り部材に沿う上下方向に立設された状態で、前記他方向に突出し、前記吊り部材に当接することによって前記吊り部材係合保持部の回動を規制し、前記吊り部材係合保持部とともに前記吊り部材を保持する回動規制部が設けられていることを特徴とする吊り天井補強用部材。
The suspended ceiling reinforcing member according to claim 1,
The brace-side connection support part projects in the other direction with the brace part standing up and down along the suspension member, and comes into contact with the suspension member so that the suspension member engagement holding part A suspension ceiling reinforcing member, characterized in that a rotation restricting portion for restricting the rotation and holding the suspension member together with the suspension member engagement holding portion is provided.
上部構造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、前記上部構造に上端側を、前記天井下地に下端側をそれぞれ直接あるい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であって、
請求項1または請求項2に記載の吊り天井補強用部材を備えていることを特徴とする吊り天井構造。
A ceiling base suspended from and supported by a plurality of suspension members connected at the upper end to the upper structure, a plate-like ceiling material attached to the ceiling base to form a ceiling surface, and an upper end of the upper structure, the ceiling base A suspension ceiling structure comprising a reinforcing brace that is obliquely connected to each other directly or indirectly at the lower end side,
A suspended ceiling structure comprising the suspended ceiling reinforcing member according to claim 1.
JP2013152102A 2013-07-22 2013-07-22 Suspended ceiling reinforcing member and suspended ceiling structure provided with the same Active JP6143091B2 (en)

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Publication number Priority date Publication date Assignee Title
CN113638616A (en) * 2021-05-14 2021-11-12 安徽芜湖海螺建筑安装工程有限责任公司 Method for reinforcing steel truss on top of concrete silo

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US4084364A (en) * 1976-04-12 1978-04-18 Roblin Industries, Inc. Compression strut for suspended ceiling
JPH10317571A (en) * 1997-05-23 1998-12-02 Shimizu Corp Ceiling skeleton structure
JP2005350950A (en) * 2004-06-10 2005-12-22 Taisei Corp Vibration control structure of hung ceiling
JP2006022483A (en) * 2004-07-06 2006-01-26 Taisei Corp Earthquake resistant structure of suspended ceiling
JP2007132122A (en) * 2005-11-11 2007-05-31 Shimizu Corp Reinforcing structure of hung ceiling
JP2008208687A (en) * 2006-12-04 2008-09-11 Soujiro Sakami Aseismic feinforcing device of ceiling hang bolt
JP2008255735A (en) * 2007-04-09 2008-10-23 Tokyu Construction Co Ltd Ceiling fall prevention structure and method of preventing ceiling from falling

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Publication number Priority date Publication date Assignee Title
US4084364A (en) * 1976-04-12 1978-04-18 Roblin Industries, Inc. Compression strut for suspended ceiling
JPH10317571A (en) * 1997-05-23 1998-12-02 Shimizu Corp Ceiling skeleton structure
JP2005350950A (en) * 2004-06-10 2005-12-22 Taisei Corp Vibration control structure of hung ceiling
JP2006022483A (en) * 2004-07-06 2006-01-26 Taisei Corp Earthquake resistant structure of suspended ceiling
JP2007132122A (en) * 2005-11-11 2007-05-31 Shimizu Corp Reinforcing structure of hung ceiling
JP2008208687A (en) * 2006-12-04 2008-09-11 Soujiro Sakami Aseismic feinforcing device of ceiling hang bolt
JP2008255735A (en) * 2007-04-09 2008-10-23 Tokyu Construction Co Ltd Ceiling fall prevention structure and method of preventing ceiling from falling

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113638616A (en) * 2021-05-14 2021-11-12 安徽芜湖海螺建筑安装工程有限责任公司 Method for reinforcing steel truss on top of concrete silo

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