JP6304523B2 - Suspended ceiling structure - Google Patents

Suspended ceiling structure Download PDF

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JP6304523B2
JP6304523B2 JP2013159698A JP2013159698A JP6304523B2 JP 6304523 B2 JP6304523 B2 JP 6304523B2 JP 2013159698 A JP2013159698 A JP 2013159698A JP 2013159698 A JP2013159698 A JP 2013159698A JP 6304523 B2 JP6304523 B2 JP 6304523B2
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ceiling
side joint
tensile
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tensile material
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JP2015031015A (en
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記彦 櫻庭
記彦 櫻庭
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Shimizu Corp
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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。そして、吊り天井(吊り天井構造)Aは、例えば図4に示すように、水平の一方向T1に所定の間隔をあけて並設される複数の野縁1と、野縁1に直交し、水平の他方向T2に所定の間隔をあけて並設され、複数の野縁1に一体に接続して設けられる複数の野縁受け2と、下端を野縁受け2に接続し、上端を上階の床材等の上部構造3(建物躯体)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、下階の天井面(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。   Conventionally, suspended ceilings are frequently used as ceilings of buildings such as schools, hospitals, production facilities, gymnasiums, swimming pools, airport terminal buildings, office buildings, theaters, and cinecones. The suspended ceiling (suspended ceiling structure) A is, for example, as shown in FIG. 4, a plurality of field edges 1 arranged in parallel at a predetermined interval in one horizontal direction T1, and perpendicular to the field edges 1. A plurality of field receivers 2 that are arranged in parallel in the other horizontal direction T2 with a predetermined interval and are integrally connected to a plurality of field edges 1, a lower end connected to the field receiver 2, and an upper end A plurality of suspension bolts (suspending members) 4 fixedly attached to the upper structure 3 (building frame) such as floor materials of the floor and the lower surface of the field edge 1 are integrally attached by screws or the like. And a ceiling panel (ceiling material) 6 forming a ceiling surface (ceiling part 5).

一方、このように野縁1及び野縁受け2の天井下地7と天井パネル6を吊りボルト4で吊り下げ支持してなる吊り天井Aは、その構造上、地震時に作用する水平力によって横揺れしやすい。そして、地震時に横揺れして、天井部5の端部5aが壁や柱、梁などの建物構成部材(建物躯体)9に衝突し、天井パネル6に破損が生じたり、脱落が生じるおそれがあった。   On the other hand, the suspended ceiling A formed by suspending and supporting the ceiling base 7 and the ceiling panel 6 of the field edge 1 and the field edge receiver 2 with the suspension bolts 4 rolls due to the horizontal force acting during the earthquake due to its structure. It's easy to do. Then, when the earthquake sways, the end portion 5a of the ceiling portion 5 may collide with a building component (building frame) 9 such as a wall, a column, or a beam, and the ceiling panel 6 may be damaged or fallen off. there were.

このため、近年、この種の吊り天井Aを耐震改修することが求められ、天井部5の下方にネットを張って天井パネル6の落下を防止するようにしたり、天井下地7や天井下地7の接合部を補強したり、全面的に最新の耐震技術を備えた吊り天井に替えるなどの対策が提案、実施されている。   For this reason, in recent years, it has been demanded that this type of suspended ceiling A be seismically improved, and a net is placed under the ceiling portion 5 to prevent the ceiling panel 6 from falling, or the ceiling base 7 and the ceiling base 7 Measures have been proposed and implemented, such as reinforcing joints or replacing suspended ceilings with the latest earthquake-resistant technology.

しかしながら、天井部5の下方にネットを張る耐震改修方法は、ネットによって吊り天井Aの意匠性が低下し、また、ネットが照明やスプリンクラー、エアコンなどの付帯設備のメンテナンスに支障をきたし、さらにネットの設置時に大掛かりな作業足場等が必要になって耐震改修コストが嵩むなどの問題がある。   However, the seismic retrofit method that stretches the net below the ceiling 5 lowers the design of the suspended ceiling A due to the net, and the net interferes with maintenance of incidental facilities such as lighting, sprinklers, and air conditioners. There is a problem that a large work scaffolding is required at the time of installation, and the earthquake-proof repair cost increases.

また、天井下地7や接合部を補強する耐震改修方法においては、天井裏空間Hに配設された付帯設備などによって、補強できる範囲に制限が生じ、十分に対応できなかったり、野縁1や野縁受け2の天井下地7などにJIS材ではない一般材が使用され、低強度の場合があり、補強後の性能が不安定で十分な改修精度を確保できなかったり、点付け溶接部などがあって対応できない場合がある。   In addition, in the seismic retrofit method for reinforcing the ceiling base 7 and the joint portion, the range that can be reinforced is limited by ancillary facilities arranged in the ceiling space H, etc. General materials that are not JIS materials are used for the ceiling underside 7 of the edge holder 2, etc., and may have low strength. The performance after reinforcement is unstable, and sufficient repair accuracy cannot be secured. There is a case that can not cope.

全面やり替えによる耐震改修方法では、最新の知見で耐震化することが可能であるが、天井下の室の使用禁止期間や使用制限期間が長くなり、また、大量の廃棄物が発生するなどの不都合がある。   The seismic retrofit method by exchanging the entire surface makes it possible to make it seismic with the latest knowledge, but the use prohibition period and use restriction period of the room under the ceiling become longer, and a large amount of waste is generated. There is an inconvenience.

これに対し、本願の出願人は、天井材の下方に、端部が建物構成部材に固定されたワイヤーを緊張した状態で水平に伸張し、このワイヤーと天井下地とを連結してなる天井振動低減構造(吊り天井構造)についての出願を行なっている(特許文献1参照)。また、この吊り天井では、ワイヤーにクランプを外装して取り付け、クランプにボルトからなる連結部材を取り付けるとともに天井材を貫通させ、この連結部材をナットで野縁受けに連結することによって、ワイヤーと天井下地を連結固定するようにしている。   On the other hand, the applicant of the present application has a ceiling vibration formed by extending a wire, which is fixed to a building component, with its end fixed to a building component horizontally, and connecting the wire and the ceiling base below the ceiling material. An application for reduction structure (suspended ceiling structure) has been filed (see Patent Document 1). Moreover, in this suspended ceiling, a wire is attached to the ceiling by attaching a clamp to the wire, attaching a connecting member made of a bolt to the clamp and penetrating the ceiling material, and connecting the connecting member to a field receiver with a nut. The ground is connected and fixed.

そして、このように構成した吊り天井においては、緊張したワイヤーを介して天井下地と建物構成部材とが繋げられることで、地震によって振動が生じたとき、天井部と建物構成部材とが一体に挙動することになり、振動発生時における天井部の揺れを抑制することができる。   And in the suspended ceiling constructed in this way, the ceiling and the building component behave together when the ceiling foundation and the building component are connected via a strained wire, when vibration occurs due to an earthquake. As a result, it is possible to suppress the shaking of the ceiling when vibration is generated.

特開2008−121371号公報JP 2008-121371 A

しかしながら、上記の引張材のワイヤーと天井下地とを連結してなる吊り天井においては、ワイヤーに外装したクランプをボルトの連結部材とナットを用いて野縁受けに連結するようにしているため、天井部の下方と天井裏空間内の両側からの作業が必要になり、やはり、施工性の点で改善の余地が残されていた。   However, in the suspended ceiling formed by connecting the wire of the tension material and the ceiling base, the ceiling mounted on the wire is connected to the field receiver using a bolt connecting member and a nut. Work from the bottom of the section and from both sides of the ceiling space was required, and there was still room for improvement in terms of workability.

特に、既設の吊り天井にワイヤーを取り付けて耐震改修を行う場合には、天井裏空間内での危険作業が伴う上、天井裏空間内のエアコンや配管などの付帯設備や建物の上部構造などとのクリアランスがなく、ボルト、ナットによる連結作業ができないおそれもあり、このような場合には、施工できない範囲が生じることになる。   In particular, when seismic retrofitting is performed by attaching a wire to an existing suspended ceiling, it is accompanied by dangerous work in the space behind the ceiling, and incidental equipment such as air conditioners and piping in the space behind the ceiling and the superstructure of the building. In such a case, there is a possibility that the construction cannot be performed.

本発明は、上記事情に鑑み、施工性、経済性を確保しつつ、地震時に天井材(天井パネル)の破損や脱落が生じることを防止でき、優れた耐震性能を有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 can prevent breakage or dropout of a ceiling material (ceiling panel) during an earthquake while ensuring workability and economy, and has excellent seismic performance. For the purpose.

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、吊り部材を介して建物躯体の上部構造に吊り下げ支持される天井下地に、天井面を形成する天井材を取り付けてなる吊り天井構造において、前記天井材の下方に且つ前記天井面に沿って横方向に配設されるとともに、前記天井材の下方から前記天井材及び/又は前記天井下地に接続固定して配設される断面略逆U字状で略棒状の形鋼材である引張材と、前記引張材の端部を建物躯体に接合するための引張材端部接続手段とを備え、且つ、前記引張材の端部を接合する建物躯体がコンクリート造であり、前記引張材端部接続手段が、複数のアンカーボルトまたは複数の貫通ボルトを用いて前記コンクリート造の建物躯体に固着して設置される躯体側接合部と、前記躯体側接合部に一体に設けられるとともに、前記引張材の端部が接続される引張材側接合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 is a suspended ceiling structure in which a ceiling material that forms a ceiling surface is attached to a ceiling base that is suspended and supported by an upper structure of a building frame via a suspension member. And it is arranged in a horizontal direction along the ceiling surface, and has a substantially bar-like shape with a substantially inverted U-shaped cross section arranged to be connected and fixed to the ceiling material and / or the ceiling base from below the ceiling material . A tensile material that is a shape steel material, and a tensile material end connecting means for joining the end of the tensile material to a building frame, and the building frame that joins the end of the tensile material is made of concrete. The tensile material end connecting means is provided integrally with the housing side joint that is fixedly installed on the concrete building housing using a plurality of anchor bolts or a plurality of through bolts, and the housing side joint. And the tension And an end portion of is formed and a tension member side joining portion to be connected.

また、本発明の吊り天井構造において、前記引張材端部接続手段は、前記躯体側接合部が前記天井材より上方の前記コンクリート造の建物躯体に固着して設置され、前記引張材側接合部が前記躯体側接合部の下端に一体に設けられるとともに前記天井材より下方に突設して構成されていることが望ましい。   Further, in the suspended ceiling structure of the present invention, the tensile material end connecting means is installed such that the frame side joint is fixed to the concrete building frame above the ceiling material, and the tensile material side joint Is preferably provided integrally with the lower end of the housing-side joint and protrudes downward from the ceiling material.

さらに、本発明の吊り天井構造において、前記引張材端部接続手段は、前記躯体側接合部が前記天井材より下方の前記コンクリート造の建物躯体に固着して設置され、前記引張材側接合部が前記躯体側接合部の上端に一体に設けられて構成されていてもよい。   Further, in the suspended ceiling structure of the present invention, the tensile material end connecting means is installed such that the frame side joint is fixed to the concrete building frame below the ceiling material, and the tensile material side joint May be provided integrally with the upper end of the housing side joint.

さらに、本発明の吊り天井構造において、前記引張材端部接続手段は、前記躯体側接合部がその上端側を前記天井材より上方の前記コンクリート造の建物躯体に、下端側を前記天井材よりも下方の前記コンクリート造の建物躯体にそれぞれ固着して設置され、前記引張材側接合部が前記躯体側接合部の上端から下端の中間部に一体に設けられて構成されていてもよい。
また、本発明の吊り天井構造において、前記引張材端部接続手段は、前記天井材及び前記天井下地からなる天井部の外周端部に係合してこれを保持する係合保持片を備えていることが望ましい
Furthermore, in the suspended ceiling structure of the present invention, the tensile material end connecting means includes a frame-side joint portion whose upper end side is the concrete building frame above the ceiling material, and a lower end side is the ceiling material. May be fixedly installed on the concrete building housing below, and the tensile material side joint portion may be integrally provided from the upper end to the lower end intermediate portion of the housing side joint portion.
Further, in the suspended ceiling structure of the present invention, the tensile material end connecting means includes an engagement holding piece that engages and holds an outer peripheral end portion of a ceiling portion including the ceiling material and the ceiling base. It is desirable .

本発明の吊り天井構造においては、略棒状の引張材の中間部をビスなどを用い、天井面の下方から天井材及び天井下地に固定するようにしたことで、従来の引張材のワイヤーと天井下地をボルト・ナットによって接合する吊り天井構造と比較し、引張材の設置時に天井裏空間内での作業がほぼ不要になり、施工性を大幅に向上させることが可能になる。   In the suspended ceiling structure of the present invention, the intermediate portion of the substantially rod-shaped tensile material is fixed to the ceiling material and the ceiling base from below the ceiling surface using screws or the like, so that the conventional tensile material wire and ceiling are fixed. Compared to a suspended ceiling structure in which the ground is joined by bolts and nuts, work in the space behind the ceiling is almost unnecessary when installing a tension member, and the workability can be greatly improved.

これにより、既設の吊り天井構造に引張材を取り付けて耐震性能の向上を図る耐震改修を行う場合であっても、天井裏空間内での危険作業が不要で、天井裏空間内に設けられている付帯設備、建物躯体とのクリアランスの関係で施工できない範囲が生じるという不都合を解消することができ、必要工期の短縮、コストの低減を図ることが可能になる。   As a result, even when a tensile material is attached to an existing suspended ceiling structure to improve the earthquake resistance performance, dangerous work in the ceiling space is unnecessary, and it is installed in the ceiling space. It is possible to eliminate the inconvenience that there is a range in which construction cannot be performed due to the clearance with the attached facilities and the building frame, and it is possible to shorten the required construction period and reduce the cost.

また、耐震改修後もエアコン、照明などの天井部付帯設備のメンテナンスを容易に行なうことができ、さらに棒状の引張材を天井部に配設するため、ネットなどと比較し、意匠性を損なうこともない。さらに、天井下地の野縁、野縁受けにJIS材と一般材のどちらが使用されていても、新設、既設の吊り天井構造であっても、さらに天井材がいかなる材質であっても対応可能で、耐震性能の向上を図ることが可能になる。   In addition, maintenance of ceiling-related facilities such as air conditioners and lighting can be easily performed after earthquake-proof repairs, and a rod-shaped tensile material is placed on the ceiling, which impairs design compared to nets. Nor. Furthermore, it can be used for any material of ceiling material, whether it is a JIS material or a general material used for the field edge and the field edge of the ceiling base, whether it is a newly installed or existing suspended ceiling structure. It becomes possible to improve the seismic performance.

さらに、RC造やSRC造等、コンクリート造の柱や壁等の建物躯体にアンカーボルトまたは貫通ボルトを用いて躯体側接合部を固着し、躯体側接合部に一体に設けられた引張材側接合部に引張材の端部を接合するようにしたことで、地震時に、引張材端部接続手段を介して建物躯体と引張材との間で確実且つ効果的に外力(地震時に作用する水平力)を伝達しつつ負担することが可能になる。   In addition, anchor-side joints are fixed to building structures such as RC structures and SRC structures, such as concrete columns and walls, using anchor bolts or through bolts. By connecting the end of the tensile material to the part, an external force (horizontal force acting during the earthquake) is reliably and effectively applied between the building frame and the tensile material via the tensile material end connection means in the event of an earthquake. ) Can be borne while communicating.

これにより、単に引張材を設けた場合と比較し、地震時により確実に且つ効果的に吊り天井構造の横揺れを抑えることができ、天井下地と天井材からなる天井部の端部が壁や柱、梁などの建物躯体に衝突し、天井材に破損が生じたり、脱落が生じることを防止できる。すなわち、より信頼性の高い吊り天井構造を実現することが可能になり、また、より信頼性の高い吊り天井構造の耐震改修を行うことが可能になる。  This makes it possible to more reliably and effectively suppress the rolling of the suspended ceiling structure in the event of an earthquake, compared to the case where a tension member is simply provided. It is possible to prevent the ceiling material from being damaged or falling off by colliding with a building frame such as a pillar or beam. That is, a more reliable suspended ceiling structure can be realized, and a more reliable suspended ceiling structure can be retrofitted.

また、コンクリート造の建物躯体の側面等にアンカーボルトまたは貫通ボルトを設置し、躯体側接合部を取り付けるという簡易な操作によって引張材端部接続手段を設置することができ、ひいては引張材の端部を容易に建物躯体に接続することができる。よって、やはり、既設の吊り天井構造に引張材を取り付けて耐震性能の向上を図る耐震改修を行う場合であっても、天井裏空間内での危険作業が不要で、天井裏空間内に設けられている付帯設備、建物躯体とのクリアランスの関係で施工できない範囲が生じるという不都合を解消することができ、必要工期の短縮、コストの低減を図ることが可能になる。   In addition, it is possible to install the tension material end connection means by a simple operation of installing anchor bolts or through bolts on the side of the concrete building frame, and attaching the frame side joints. Can be easily connected to the building frame. Therefore, even when a tensile material is attached to an existing suspended ceiling structure to improve the earthquake resistance, there is no need for dangerous work in the ceiling space, and it is installed in the ceiling space. It is possible to eliminate the inconvenience that the construction cannot be performed due to the clearance with the attached facilities and the building frame, and it is possible to shorten the necessary construction period and reduce the cost.

さらに、躯体側接合部を天井材より上方のコンクリート造の建物躯体に固着して設置し、引張材側接合部を躯体側接合部の下端に一体に設け、天井材の端部と建物躯体の側面の間を通じて天井材より下方に突設させるように引張材端部接続手段を構成すると、例えば天井下地と天井材からなる天井部の端部側の天井材の一部を取り外すなどして形成した隙間を利用し、天井裏側空間側のコンクリート造の建物躯体の側面等にアンカーボルトまたは貫通ボルトを設置し、容易に躯体側接合部(引張材端部接続手段)を取り付けることができる。これにより、引張材の端部を容易に建物躯体に接続することができる。   Furthermore, the frame side joint is fixedly installed on the concrete building frame above the ceiling material, and the tensile material side joint is integrally provided at the lower end of the frame side joint, so that the end of the ceiling material and the building frame When the tension material end connecting means is configured to project downward from the ceiling material through the side surfaces, for example, it is formed by removing a part of the ceiling material on the end side of the ceiling part made of the ceiling base and the ceiling material, etc. By using the gaps, anchor bolts or through bolts can be installed on the side surface of the concrete building frame on the ceiling side space side, and the frame side joint (tensile material end connecting means) can be easily attached. Thereby, the edge part of a tension | tensile_strength material can be easily connected to a building frame.

また、躯体側接合部を天井材より下方のコンクリート造の建物躯体に固着して設置し、引張材側接合部を躯体側接合部の上端に一体に設けてられて引張材端部接続手段を構成すると、天井材よりも下方にアンカーボルトまたは貫通ボルトを設置し、完全に天井裏空間内での作業を不要にして容易に躯体側接合部(引張材端部接続手段)を取り付けることができる。これにより、さらに容易に引張材の端部を建物躯体に接続することができる。   In addition, the frame side joint is fixedly installed on the concrete building frame below the ceiling material, and the tensile material side joint is integrally provided at the upper end of the frame side joint, and the tensile material end connecting means is provided. If it comprises, an anchor bolt or a penetration bolt will be installed below the ceiling material, and it will be possible to attach a frame side joint part (tensile material edge part connection means) easily, completely eliminating the work in the space behind the ceiling. . Thereby, the edge part of a tension | tensile_strength material can be more easily connected to a building frame.

さらに、躯体側接合部の上端側を天井材より上方のコンクリート造の建物躯体に、下端側を天井材よりも下方のコンクリート造の建物躯体にそれぞれ固着して設置し、引張材側接合部を躯体側接合部の上端から下端の中間部に一体に設けて引張材端部接続手段を構成した場合においても、例えば天井下地と天井材からなる天井部の端部側の天井材の一部を取り外すなどして形成した隙間を利用し、天井裏側空間側のコンクリート造の建物躯体の側面等にアンカーボルトまたは貫通ボルトを設置し、容易に躯体側接合部(引張材端部接続手段)を取り付けることができる。これにより、引張材の端部を容易に建物躯体に接続することができる。   Furthermore, the upper end side of the frame side joint is fixed to the concrete building frame above the ceiling material, and the lower end side is fixed to the concrete building frame below the ceiling material. Even when the tension material end connecting means is configured by integrally providing in the middle part between the upper end and the lower end of the frame side joint part, for example, a part of the ceiling material on the end side of the ceiling part composed of the ceiling base and the ceiling material is used. Using the gaps formed by removing, etc., anchor bolts or through bolts are installed on the side of the concrete building skeleton on the space behind the ceiling, and the skeleton side joints (tension material end connection means) are easily attached. be able to. Thereby, the edge part of a tension | tensile_strength material can be easily connected to a building frame.

本発明の一実施形態に係る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 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引張材端部接続手段を示す側断面図である。It is a sectional side view which shows the tension | pulling material edge part connection means of the suspended ceiling structure which concerns on one Embodiment of this invention. 図2のX1−X1線矢視図である。FIG. 3 is a view taken along line X1-X1 in FIG. 従来の吊り天井構造を示す斜視図である。It is a perspective view which shows the conventional suspended ceiling structure.

以下、図1から図3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、例えば学校、病院、生産施設、体育館、プール、空港ターミナルビル、オフィスビル、劇場、シネコン等の建物の天井として用いられる吊り天井の構造、及び既設の吊り天井構造の耐震改修方法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 3. Here, this embodiment is a suspended ceiling structure used as a ceiling of buildings such as schools, hospitals, production facilities, gymnasiums, pools, airport terminal buildings, office buildings, theaters, cinecones, etc., and existing suspended ceiling structures. It is about earthquake-resistant repair method.

本実施形態の吊り天井(吊り天井構造)Bは、図1に示すように、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とを備えて構成されている。   As shown in FIG. 1, the suspended ceiling (suspended ceiling structure) B of the present embodiment includes a field edge 1, a field edge receiver 2, a suspension member (suspension bolt) 4, and a ceiling material 6.

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と交差する部分で、野縁接続用金具(クリップ)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 field edge connection bracket (clip) at a portion intersecting with 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(建物躯体)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、吊り部材接続用金具(ハンガー)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 its outer peripheral surface, and its upper end is fixed to an upper structure 3 (building frame) such as an upper floor or is made of steel. A plurality of lower ends are connected to the field edge receiver 2 by using hanging member connecting brackets (hangers). 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.

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7が形成され、この天井下地7と天井下地7に取り付けた天井材6によって天井部5、この天井部5によって下階の天井面が形成されている。   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. A ceiling base 7 is formed by the field edge 1 and the field edge receiver 2, and the ceiling part 5 is formed by the ceiling base 7 and the ceiling material 6 attached to the ceiling base 7, and the ceiling surface of the lower floor is formed by the ceiling part 5. ing.

一方、本実施形態の吊り天井Bにおいては、図1から図3に示すように、天井部5の下方に、且つ天井部5の下面(天井面)に沿って水平に、断面略逆U字状で略棒状の引張材11が配設されている。さらに、この引張材11は、例えばアルミ押出形鋼、スチール部材などで形成した溝形鋼であり、その端部側の一対の側壁部11a及び連設部11bにそれぞれボルト挿通孔12が形成されている。   On the other hand, in the suspended ceiling B of the present embodiment, as shown in FIG. 1 to FIG. 3, a substantially inverted U-shaped cross section is provided below the ceiling portion 5 and horizontally along the lower surface (ceiling surface) of the ceiling portion 5. A substantially rod-like tension member 11 is disposed. Further, the tensile material 11 is a grooved steel formed of, for example, an aluminum extruded shape steel or a steel member, and a bolt insertion hole 12 is formed in each of the pair of side wall portions 11a and the connecting portion 11b on the end side. ing.

また、引張材(補強用グリッド部材)11は、その中間部を天井部5の下方からタッピングビスなどの接続固定手段で天井材6(天井部5)及び野縁1の天井下地7に固定して設けられている。そして、本実施形態では、このような引張材11が天井部5の下方で例えば900〜2400mmピッチの格子状(グリッド状)に配設されている。   Further, the tension member (reinforcing grid member) 11 is fixed to the ceiling member 6 (ceiling part 5) and the ceiling base 7 of the field edge 1 from below the ceiling part 5 by connection fixing means such as a tapping screw. Is provided. And in this embodiment, such a tension material 11 is arrange | positioned under the ceiling part 5 at the grid | lattice form (grid shape) of 900-2400 mm pitch, for example.

さらに、本実施形態の吊り天井Bにおいては、図1から図3に示すように、天井部5と建物の上部構造3の間の天井裏空間Hの天井部5の外周端部5a側、すなわち、天井裏空間Hの壁、柱、梁等のコンクリート造の建物躯体(RC造やSRC造の建物構成部材)9の側面に、上下方向T3に延設して引張材端部接続手段20が一体に取り付けられている。   Furthermore, in the suspended ceiling B of the present embodiment, as shown in FIGS. 1 to 3, the outer peripheral end 5 a side of the ceiling portion 5 of the ceiling back space H between the ceiling portion 5 and the upper structure 3 of the building, that is, On the side surface of a concrete building frame (RC building or SRC building component) 9 such as a wall, a column, or a beam in the ceiling space H, a tensile material end connecting means 20 is extended in the vertical direction T3. It is attached integrally.

また、本実施形態の引張材端部接続手段20は、例えば、前後に一対のフランジ21aをそれぞれ配し、上下方向T3に延設されるH形鋼(例えばH−100×100×6×8mm)を用いてなる躯体側接合部21を備えて構成されている。また、躯体側接合部21には、この躯体側接合部21の上端側と下端側にそれぞれ設けられ、横方向T2にそれぞれ所定の寸法で突出するようにして躯体側接合部21に一体に固着して設けられた一対の定着板部22とを備えて形成されている。また、上端側と下端側の一対の定着板部22の左右両側にはそれぞれ、アンカーボルト挿通孔23が形成されている。   Moreover, the tension | pulling material edge part connection means 20 of this embodiment arrange | positions a pair of flange 21a in the front and back, respectively, for example, H-section steel (for example, H-100 * 100 * 6 * 8mm) extended in the up-down direction T3 ) Is used to provide a housing-side joint portion 21. Further, the housing side joint portion 21 is provided on each of the upper end side and the lower end side of the housing side joint portion 21 and is integrally fixed to the housing side joint portion 21 so as to protrude with a predetermined dimension in the lateral direction T2. And a pair of fixing plate portions 22 provided as described above. Also, anchor bolt insertion holes 23 are formed on the left and right sides of the pair of fixing plate portions 22 on the upper end side and the lower end side, respectively.

さらに、引張材端部接続手段20は、コンクリート造の建物躯体9の所定位置に例えばケミカルアンカー等のアンカーボルト24を定着して複数取り付け、これらアンカーボルト24をアンカーボルト挿通孔23に挿通するとともにナットを締結して、定着板部22ひいては躯体側接合部21を建物躯体9の側面に一体に設置するように構成されている。また、このとき、定着板部22(躯体側接合部21)と建物躯体9の側面との間に、無収縮モルタルを充填したり、ゴム材などを設置して、介装部25を設けることが望ましい。   Further, the tensile material end connecting means 20 is fixed to a plurality of anchor bolts 24 such as chemical anchors at predetermined positions of the concrete building skeleton 9, and these anchor bolts 24 are inserted into the anchor bolt insertion holes 23. The nut is fastened, and the fixing plate portion 22 and thus the housing side joint portion 21 are integrally installed on the side surface of the building housing 9. Further, at this time, the interstitial portion 25 is provided by filling non-shrink mortar or installing a rubber material or the like between the fixing plate portion 22 (the housing side joint portion 21) and the side surface of the building housing 9. Is desirable.

さらに、引張材端部接続手段20の躯体側接合部21の下端には、角形鋼(例えば□−100×100×3.2mm)などからなる連結部26が設けられ、この連結部26の下端に、天井部5の外周端部5aに係合してこれを保持する係合保持片27を有する係合部28が一体に接続して設けられている。また、連結部26及び係合部28には上下に穿設して連通したボルト挿通孔29が設けられている。   Further, a connecting portion 26 made of square steel (for example, □ -100 × 100 × 3.2 mm) or the like is provided at the lower end of the housing side joint portion 21 of the tensile material end connecting means 20. Further, an engaging portion 28 having an engaging holding piece 27 that engages with and holds the outer peripheral end portion 5a of the ceiling portion 5 is integrally connected. In addition, the connecting portion 26 and the engaging portion 28 are provided with bolt insertion holes 29 that are drilled up and down to communicate with each other.

さらに、係合部28の下端には、連結部26及び係合部28に穿設されたボルト挿通孔29にボルトを挿通し、ナットを螺着することにより、引張材側接合部30が一体に固着して設けられている。すなわち、この引張材側接合部30は、連結部26及び係合部28を介して、躯体側接合部21に一体に接続されている。   Further, at the lower end of the engaging portion 28, a bolt is inserted into the connecting portion 26 and a bolt insertion hole 29 drilled in the engaging portion 28, and a nut is screwed, whereby the tensile material side joining portion 30 is integrated. It is fixed and provided. That is, the tensile material side joining portion 30 is integrally connected to the housing side joining portion 21 via the connecting portion 26 and the engaging portion 28.

また、本実施形態において、引張材側接合部30は、溝形鋼(例えば溝形鋼−46.2×43.2×3.2mm)であり、一対の側壁部30aと一対の側壁部30aの上端同士を繋ぐ連設部30bを備えて断面コ字状(断面略逆U字状)に形成されている。一対の側壁部30aにはそれぞれボルト挿通孔31が貫通形成され、連設部30bにも連結部26及び係合部28に穿設されたボルト挿通孔29に連通し、引張材側接合部30を連結部26及び係合部28に一体に固設するためのボルト挿通孔32が貫通形成されている。   Moreover, in this embodiment, the tension | tensile_strength material side junction part 30 is channel steel (for example, channel steel-46.2 * 43.2 * 3.2mm), and a pair of side wall part 30a and a pair of side wall part 30a. Are provided in a U-shaped section (substantially inverted U-shaped section). Bolt insertion holes 31 are formed through the pair of side wall portions 30 a, respectively, and the connecting portion 30 b is also connected to the bolt insertion holes 29 formed in the connecting portion 26 and the engaging portion 28. A bolt insertion hole 32 is formed so as to penetrate the connecting portion 26 and the engaging portion 28.

また、引張材側接合部30は、引張材11の軸方向(延設方向)に一対の側壁部30aが沿うようにして、言い換えれば、本実施形態では建物躯体9の側面に直交する方向に一対の側壁部30aが沿うようにして配設されている。さらに、引張材側接合部30は、連結部26及び係合部28を介して躯体側接合部21の下端に一体に設けられるとともに、天井部5(天井材6)の端部5aと建物躯体9の側面の間を通じて天井材6の天井面より下方に突設されている Further, the tensile material side joining portion 30 is arranged so that the pair of side wall portions 30a are along the axial direction (extending direction) of the tensile material 11, in other words, in the direction orthogonal to the side surface of the building housing 9 in this embodiment. The pair of side wall portions 30a are arranged along the side. Furthermore, the tensile material side joining portion 30 is integrally provided at the lower end of the housing side joining portion 21 via the connecting portion 26 and the engaging portion 28, and the end portion 5a of the ceiling portion 5 (ceiling material 6) and the building housing. 9 projecting downward from the ceiling surface of the ceiling material 6 through the space between the nine side surfaces .

本実施形態の吊り天井Bにおいては、図1から図3に示すように、互いの側壁部11a、30aや連設部11b、30bに形成されたボルト挿通孔12、31、32同士を連通させるように、格子状に配設した各引張材11の端部側を引張材端部接続手段20の引張材側接合部30に係合させ、これとともにボルトとナットで引張材11の端部を引張材側接合部30に接合する。   In the suspended ceiling B of the present embodiment, as shown in FIGS. 1 to 3, the bolt insertion holes 12, 31, 32 formed in the side wall portions 11 a, 30 a and the connecting portions 11 b, 30 b are communicated with each other. In this manner, the end portions of the tension members 11 arranged in a lattice shape are engaged with the tension member-side joints 30 of the tension member end connection means 20, and the end portions of the tension members 11 are connected with bolts and nuts together with the end portions. It joins to the tensile material side joining part 30.

これにより、引張材11は、その中間部が天井材6や天井下地7に固着し、その端部が引張材端部接続手段20を介してコンクリート造の建物躯体9に接続して配設される。   As a result, the tension member 11 is disposed with its middle portion fixed to the ceiling member 6 or the ceiling base 7 and its end connected to the concrete building frame 9 via the tension member end connecting means 20. The

そして、上記構成からなる本実施形態の吊り天井Bにおいては、天井部5の下方に配設された引張材11が、端部を引張材端部接続手段20を介してコンクリート造の建物躯体(建物構成部材)9に接続し、中間部を天井材6や野縁1に接続して配設されているため、地震時に、この引張材11によって天井部5が建物躯体3、9と一体に挙動し、天井部5の揺れが抑制される。   And in the suspended ceiling B of this embodiment which consists of the said structure, the tension | tensile_strength material 11 arrange | positioned under the ceiling part 5 has a concrete building frame (end part via the tension | tensile_material end part connection means 20). Since the middle part is connected to the ceiling material 6 and the field edge 1 and connected to the building structural member 9, the ceiling part 5 is integrated with the building frames 3 and 9 by this tension material 11 in the event of an earthquake. It behaves and the shaking of the ceiling part 5 is suppressed.

一方、既設の吊り天井Aを本実施形態の吊り天井Bに耐震改修する場合に、一端部と他端部をそれぞれ、引張材端部接続手段20を介して建物躯体9に接続するとともに、中間部をビスなどの接続固定手段を用いて天井部5の下方から天井材6及び/又は天井下地7に固定して引張材11の取り付けが行なえる。このため、従来の引張材のワイヤーと天井下地7をボルト・ナットによって接合する吊り天井構造と比較し、引張材11の設置時に天井裏空間H内での大掛かりな作業が不要になる。   On the other hand, when retrofitting the existing suspended ceiling A to the suspended ceiling B of the present embodiment, one end and the other end are connected to the building housing 9 via the tensile material end connecting means 20, respectively. The tension member 11 can be attached by fixing the portion to the ceiling material 6 and / or the ceiling base 7 from below the ceiling portion 5 using a connection fixing means such as a screw. For this reason, compared with the conventional suspended ceiling structure in which the wire of the tensile material and the ceiling base 7 are joined by bolts and nuts, a large-scale work in the ceiling space H is not required when the tensile material 11 is installed.

したがって、本実施形態の吊り天井構造(吊り天井)Cにおいては、引張材11の中間部をビスなどの接続固定手段を用い、天井面の下方から天井材6及び天井下地7に固定するようにしたことで、従来の引張材のワイヤーと天井下地7をボルト・ナットによって接合する吊り天井構造と比較し、引張材11の設置時に天井裏空間H内での作業が不要になり、施工性を大幅に向上させることが可能になる。   Therefore, in the suspended ceiling structure (suspended ceiling) C of the present embodiment, the intermediate portion of the tension member 11 is fixed to the ceiling member 6 and the ceiling base 7 from below the ceiling surface using connection fixing means such as screws. Compared to the conventional suspended ceiling structure in which the wire of the tensile material and the ceiling base 7 are joined by bolts and nuts, the work in the ceiling space H is not required when the tensile material 11 is installed. It becomes possible to greatly improve.

これにより、既設の吊り天井構造に引張材11を取り付けて耐震性能の向上を図る耐震改修を行う場合であっても、天井裏空間H内での危険作業が不要で、天井裏空間H内に設けられている付帯設備、建物躯体3とのクリアランスの関係で施工できない範囲が生じるという不都合を解消することができ、必要工期の短縮、コストの低減を図ることが可能になる。   Thus, even when the tensile material 11 is attached to the existing suspended ceiling structure to perform earthquake-resistant repair for improving the earthquake-resistant performance, dangerous work in the ceiling space H is unnecessary, and the ceiling space H is not required. It is possible to eliminate the inconvenience that there is a range where construction cannot be performed due to the clearance with the attached facilities and the building housing 3, and it is possible to shorten the required construction period and reduce the cost.

また、耐震改修後もエアコン、照明などの天井部付帯設備のメンテナンスを容易に行なうことができ、さらに棒状の引張材11を天井部5に配設するため、ネットなどと比較し、意匠性を損なうこともない。さらに、天井下地7の野縁1、野縁受け2にJIS材と一般材のどちらが使用されていても、新設、既設の吊り天井構造であっても、さらに天井材6がいかなる材質であっても対応可能で、耐震性能の向上を図ることが可能になる。   In addition, after the seismic retrofitting, maintenance of ceiling-related facilities such as air conditioners and lighting can be easily performed, and the rod-shaped tension member 11 is disposed on the ceiling portion 5. There is no loss. Furthermore, regardless of whether JIS material or general material is used for the field edge 1 and field edge receiver 2 of the ceiling base 7, the ceiling material 6 can be of any material, whether it is a new or existing suspended ceiling structure. It is possible to improve the seismic performance.

さらに、RC造やSRC造等、コンクリート造の柱や壁等の建物躯体9にアンカーボルト24で躯体側接合部21を固着し、躯体側接合部21の下端に一体に設けられ、天井材6より下方に突出する引張材側接合部30に引張材11の端部を接合するようにしたことで、地震時に、引張材端部接続手段20を介して建物躯体9と引張材11との間で確実且つ効果的に外力(地震時に作用する水平力)を伝達させることが可能になる。   Furthermore, the building side joint 21 is fixed to the building frame 9 such as a concrete column or wall such as RC or SRC with anchor bolts 24, and is integrally provided at the lower end of the building side joint 21 to provide the ceiling material 6 By connecting the end portion of the tensile material 11 to the tensile material side joint portion 30 that protrudes further downward, between the building housing 9 and the tensile material 11 via the tensile material end connection means 20 at the time of an earthquake. Therefore, it is possible to transmit external force (horizontal force acting during an earthquake) reliably and effectively.

これにより、単に引張材11を設けた場合と比較し、地震時により確実に且つ効果的に吊り天井構造Bの横揺れを抑えることができ、天井下地7と天井材6からなる天井部5の端部が壁や柱、梁などの建物躯体9に衝突し、天井材6に破損が生じたり、脱落が生じることを防止できる。すなわち、より信頼性の高い吊り天井構造Bを実現することが可能になり、また、より信頼性の高い吊り天井構造Bの耐震改修を行うことが可能になる。  Thereby, compared with the case where the tension member 11 is simply provided, the roll of the suspended ceiling structure B can be more reliably and effectively suppressed during an earthquake, and the ceiling portion 5 including the ceiling base 7 and the ceiling material 6 can be suppressed. It is possible to prevent the end portion from colliding with the building housing 9 such as a wall, a column, or a beam, and causing the ceiling material 6 to be damaged or fallen off. That is, it is possible to realize a more reliable suspended ceiling structure B, and it is possible to perform earthquake-resistant repair of the more reliable suspended ceiling structure B.

さらに、例えば天井下地7と天井材6からなる天井部5の端部5a側の天井材6の一部を取り外すなどして形成した隙間を利用し、天井裏側空間Hに対してコンクリート造の建物躯体9の側面等にアンカーボルト24を打設し、躯体側接合部21を取り付けることができる。   Further, for example, a concrete building is formed with respect to the ceiling back space H by using a gap formed by removing a part of the ceiling material 6 on the end 5a side of the ceiling portion 5 including the ceiling base 7 and the ceiling material 6. Anchor bolts 24 can be placed on the side surface of the housing 9 to attach the housing-side joining portion 21.

これにより、やはり、既設の吊り天井構造に引張材11を取り付けて耐震性能の向上を図る耐震改修を行う場合であっても、天井裏空間H内での危険作業が不要で、天井裏空間H内に設けられている付帯設備、建物躯体とのクリアランスの関係で施工できない範囲が生じるという不都合を解消することができ、必要工期の短縮、コストの低減を図ることが可能になる。   As a result, even when the tensile material 11 is attached to the existing suspended ceiling structure and the earthquake-resistant repair is performed to improve the earthquake-resistant performance, dangerous work in the ceiling space H is unnecessary, and the ceiling space H It is possible to eliminate the inconvenience that there is a range where construction cannot be performed due to the clearance between the auxiliary equipment and the building frame provided in the interior, and it is possible to shorten the required construction period and reduce the cost.

よって、本実施形態の吊り天井構造Bによれば、施工性、経済性を確保しつつ、地震時に天井部5の端部5aが衝突して破損や脱落が生じることを防止し、耐震性能を向上させることが可能になる。   Therefore, according to the suspended ceiling structure B of the present embodiment, while ensuring workability and economy, it is possible to prevent the end portion 5a of the ceiling portion 5 from colliding and causing breakage or dropout during an earthquake, and the seismic performance is improved. It becomes possible to improve.

また、本実施形態の吊り天井構造Bにおいては、万一天井鉛直支持力を喪失しても、引張材11によって天井面全体の崩落を防止するフェイルセーフ機能を発揮させることが可能である。   Moreover, in the suspended ceiling structure B of this embodiment, even if the ceiling vertical support force is lost, it is possible to exert a fail-safe function that prevents the entire ceiling surface from collapsing with the tensile material 11.

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、略棒状の引張材11が溝形鋼であるものとして説明を行ったが、鋼板、炭素繊維シートなどの板状部材(棒状部材)を引張材11として用いて吊り天井構造Bを構成するようにしてもよい。また、棒状(板状)の引張材11と帯状(テープ状)の引張材を組み合わせるなどして吊り天井構造Bを構成するようにしてもよい。   For example, in the present embodiment, the description has been given on the assumption that the substantially rod-shaped tensile material 11 is channel steel, but a suspended member using a plate-shaped member (bar-shaped member) such as a steel plate or a carbon fiber sheet as the tensile material 11. The structure B may be configured. Alternatively, the suspended ceiling structure B may be configured by combining a bar-like (plate-like) tension member 11 and a belt-like (tape-like) tension member.

また、本実施形態では、引張材端部接続手段20の躯体側接合部21がアンカーボルト24を用いてコンクリート造の建物躯体9に固着して取り付けられるものとして説明したが、コンクリート造の建物躯体9に貫通形成した貫通孔に貫通ボルトを挿通し、この貫通ボルトを用いて躯体側接合部21をコンクリート造の建物躯体9に固着して取り付けるようにしてもよい。この場合においても、本実施形態と同様の作用効果を得ることができる。   Further, in the present embodiment, the case-side joint portion 21 of the tensile material end connection means 20 has been described as being fixedly attached to the concrete building case 9 using the anchor bolts 24. However, the concrete building case is provided. A through-bolt may be inserted into a through-hole formed through 9 and the housing-side joint portion 21 may be fixedly attached to the concrete building housing 9 using the through-bolt. Even in this case, the same effect as the present embodiment can be obtained.

さらに、引張材11の端部を引張材端部接続手段20を介してコンクリート造の建物躯体9に接続することが可能であればよく、引張材端部接続手段20は、少なくともアンカーボルト24(または貫通ボルト)と躯体側接合部21と引張材側接合部30を備えていればよい。   Furthermore, it is only necessary that the end portion of the tensile member 11 can be connected to the concrete building housing 9 via the tensile member end connecting means 20, and the tensile material end connecting means 20 includes at least the anchor bolt 24 ( Or the penetration bolt), the housing side joining part 21, and the tensile material side joining part 30 should just be provided.

すなわち、本実施形態のように、躯体側接合部21を天井材6より上方のコンクリート造の建物躯体9に固着して設置し、引張材側接合部30を躯体側接合部21の下端に一体に設け、天井材6の端部と建物躯体9の側面の間を通じて天井材6より下方に突設させるように引張材端部接続手段20を構成すると、例えば天井下地7と天井材6からなる天井部5の端部側の天井材6の一部を取り外すなどして形成した隙間を利用し、天井裏側空間H側のコンクリート造の建物躯体9の側面等にアンカーボルト24(または貫通ボルト)を設置し、容易に躯体側接合部21(引張材端部接続手段20)を取り付けることができる。これにより、引張材11の端部を容易に建物躯体9に接続することができる。   That is, as in the present embodiment, the frame side joint 21 is fixedly installed on the concrete building frame 9 above the ceiling material 6, and the tensile material side joint 30 is integrated with the lower end of the frame side joint 21. When the tensile material end connecting means 20 is configured to project downward from the ceiling material 6 through the space between the end of the ceiling material 6 and the side surface of the building housing 9, the ceiling material 7 includes, for example, a ceiling base 7 and the ceiling material 6. An anchor bolt 24 (or through bolt) is used on the side surface of the concrete building frame 9 on the ceiling back space H side by using a gap formed by removing a part of the ceiling material 6 on the end side of the ceiling 5. Can be easily attached to the housing side joint 21 (tensile material end connection means 20). Thereby, the edge part of the tension | tensile_strength material 11 can be connected to the building frame 9 easily.

また、躯体側接合部21を天井材6より下方のコンクリート造の建物躯体9に固着して設置し、引張材側接合部30を躯体側接合部21の上端に一体に設けてられて引張材端部接続手段20を構成してもよい。そして、このように構成すると、天井材6よりも下方にアンカーボルト24(または貫通ボルト)を設置し、完全に天井裏空間H内での作業を不要にして容易に躯体側接合部21(引張材端部接続手段20)を取り付けることができる。これにより、さらに容易に引張材11の端部を建物躯体9に接続することができる。   Further, the frame-side joint 21 is fixedly installed on the concrete building frame 9 below the ceiling material 6, and the tensile material-side joint 30 is integrally provided at the upper end of the frame-side joint 21. The end connection means 20 may be configured. And if comprised in this way, the anchor volt | bolt 24 (or penetration bolt) will be installed below the ceiling material 6, and the operation | work in the ceiling back space H will be completely made unnecessary, and the structure side junction part 21 (tensile | tensile_strength) will be easy. Material end connection means 20) can be attached. Thereby, the edge part of the tension | tensile_strength material 11 can be connected to the building frame 9 still more easily.

さらに、躯体側接合部21の上端側を天井材6より上方のコンクリート造の建物躯体9に、下端側を天井材6よりも下方のコンクリート造の建物躯体9にそれぞれ固着して設置し、引張材側接合部30を躯体側接合部21の上端から下端の中間部に一体に設けて引張材端部接続手段20を構成してもよい。この場合においても、例えば天井下地7と天井材6からなる天井部5の端部側の天井材6の一部を取り外すなどして形成した隙間を利用し、天井裏側空間H側のコンクリート造の建物躯体9と、天井材6よりも下方の建物躯体9との側面等にそれぞれアンカーボルト24(または貫通ボルト)を設置し、容易に躯体側接合部21(引張材端部接続手段20)を取り付けることができる。これにより、引張材11の端部を容易に建物躯体9に接続することができる。   Further, the upper end side of the frame side joint portion 21 is fixedly installed on the concrete building frame 9 above the ceiling material 6 and the lower end side is fixedly installed on the concrete building frame 9 below the ceiling material 6. The tension member end connection means 20 may be configured by integrally providing the material side joint portion 30 from the upper end to the lower end intermediate portion of the housing side joint portion 21. Also in this case, for example, a gap formed by removing a part of the ceiling material 6 on the end portion side of the ceiling portion 5 including the ceiling base 7 and the ceiling material 6 is used, and the concrete structure on the ceiling back space H side is used. Anchor bolts 24 (or through bolts) are respectively installed on the side surfaces of the building housing 9 and the building housing 9 below the ceiling material 6 so that the housing-side joint portion 21 (tensile material end connecting means 20) can be easily attached. Can be attached. Thereby, the edge part of the tension | tensile_strength material 11 can be connected to the building frame 9 easily.

なお、本実施形態の引張材端部接続手段30や上記の変更例の引張材端部接続手段30を含め、本発明に係る引張材端部接続手段は、天井部5に取り付けた引張材11の端部を引張材側接合部30に接続するものであるため、引張材側接合部30の少なくとも一部(引張材11の端部を接続する部分)が天井部5(天井面)よりも下方に位置するように構成される。   The tensile material end connection means according to the present invention, including the tensile material end connection means 30 of the present embodiment and the tensile material end connection means 30 of the above-described modified example, is the tensile material 11 attached to the ceiling portion 5. Are connected to the tensile material side bonding portion 30, so that at least a part of the tensile material side bonding portion 30 (portion connecting the end portion of the tensile material 11) is more than the ceiling portion 5 (ceiling surface). It is configured to be located below.

また、本実施形態では、天井下地7が野縁1と野縁受け2を備えて構成されているものとしたが、本発明に係る天井下地は、必ずしも本実施形態のように限定しなくてもよく、例えば、吊りボルト(吊り部材)4に吊り下げ支持されて水平の一方向T1に所定の間隔をあけて並設されるとともに一方向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)を備えて構成した天井下地7であってもよい。すなわち、本発明は、特に天井下地の構成を限定する必要はない。   Further, in the present embodiment, the ceiling foundation 7 is configured to include the field edge 1 and the field edge receiver 2, but the ceiling foundation according to the present invention is not necessarily limited to the present embodiment. For example, a plurality of T bars that are suspended and supported by the suspension bolts (suspending members) 4 and arranged in parallel in one horizontal direction T1 at a predetermined interval and extend in the other direction T2 orthogonal to the one direction T1. The ceiling base 7 may be configured to include a (reverse T-shaped support member). That is, the present invention does not need to limit the configuration of the ceiling foundation.

1 野縁
2 野縁受け
3 上部構造(建物躯体)
4 吊り部材(吊りボルト)
5 天井部
5a 端部
6 天井材(天井パネル)
7 天井下地
9 建物構成部材(建物躯体)
11 引張材
11a 側壁部
11b 連設部
12 ボルト挿通孔
20 引張材端部接続手段
21 躯体側接合部
21a フランジ
22 定着板部
23 アンカーボルト挿通孔
24 アンカーボルト
25 介装部
26 連結部
27 係合保持片
28 係合部
29 ボルト挿通孔
30 引張材側接合部
30a 側壁部
30b 連設部
31 ボルト挿通孔
32 ボルト挿通孔
A 従来の吊り天井構造
B 吊り天井構造
H 天井裏空間
T1 横方向(一方向)
T2 横方向(他方向)
T3 上下方向
1 Field edge 2 Field edge receiver 3 Superstructure (building frame)
4 Hanging members (hanging bolts)
5 Ceiling part 5a End part 6 Ceiling material (ceiling panel)
7 Ceiling base 9 Building components (building frame)
11 Tension material 11a Side wall portion 11b Connecting portion 12 Bolt insertion hole 20 Tension material end connection means 21 Housing side joint portion 21a Flange 22 Fixing plate portion 23 Anchor bolt insertion hole 24 Anchor bolt 25 Interposing portion 26 Connection portion 27 Engagement Holding piece 28 Engagement part 29 Bolt insertion hole 30 Tensile material side joint part 30a Side wall part 30b Connecting part 31 Bolt insertion hole 32 Bolt insertion hole A Conventional suspended ceiling structure B Suspended ceiling structure H Ceiling back space T1 Horizontal direction (one direction)
T2 lateral direction (other direction)
T3 vertical direction

Claims (5)

吊り部材を介して建物躯体の上部構造に吊り下げ支持される天井下地に、天井面を形成する天井材を取り付けてなる吊り天井構造において、
前記天井材の下方に且つ前記天井面に沿って横方向に配設されるとともに、前記天井材の下方から前記天井材及び/又は前記天井下地に接続固定して配設される断面略逆U字状で略棒状の形鋼材である引張材と、
前記引張材の端部を建物躯体に接合するための引張材端部接続手段とを備え、
且つ、前記引張材の端部を接合する建物躯体がコンクリート造であり、
前記引張材端部接続手段が、複数のアンカーボルトまたは複数の貫通ボルトを用いて前記コンクリート造の建物躯体に固着して設置される躯体側接合部と、
前記躯体側接合部に一体に設けられるとともに、前記引張材の端部が接続される引張材側接合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 the suspended ceiling structure in which the ceiling material that forms the ceiling surface is attached to the ceiling base that is suspended and supported by the upper structure of the building frame via the hanging member,
The cross section is substantially inverted U disposed below the ceiling material and laterally along the ceiling surface and connected and fixed to the ceiling material and / or the ceiling base from below the ceiling material. A tensile material which is a substantially rod-shaped shaped steel material,
A tensile material end connecting means for joining the end of the tensile material to the building frame,
And the building frame which joins the edge part of the above-mentioned tension material is concrete construction,
The tensile material end connection means is fixed to the concrete building frame using a plurality of anchor bolts or a plurality of through bolts, and is connected to the frame side joint.
A suspended ceiling structure characterized by being provided integrally with the housing-side joint and including a tensile material-side joint to which an end of the tensile material is connected.
請求項1記載の吊り天井構造において、
前記引張材端部接続手段は、前記躯体側接合部が前記天井材より上方の前記コンクリート造の建物躯体に固着して設置され、前記引張材側接合部が前記躯体側接合部の下端に一体に設けられるとともに前記天井材より下方に突設し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,
The tensile material end connecting means is installed such that the frame side joint is fixed to the concrete building frame above the ceiling material, and the tensile material side joint is integrated with a lower end of the frame side joint. A suspended ceiling structure characterized in that the suspended ceiling structure is provided so as to protrude downward from the ceiling material.
請求項1記載の吊り天井構造において、
前記引張材端部接続手段は、前記躯体側接合部が前記天井材より下方の前記コンクリート造の建物躯体に固着して設置され、前記引張材側接合部が前記躯体側接合部の上端に一体に設けられ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,
The tensile material end connecting means is installed such that the frame side joint is fixed to the concrete building frame below the ceiling material, and the tensile material side joint is integrated with an upper end of the frame side joint. Suspended ceiling structure characterized by being provided and configured.
請求項1記載の吊り天井構造において、
前記引張材端部接続手段は、前記躯体側接合部がその上端側を前記天井材より上方の前記コンクリート造の建物躯体に、下端側を前記天井材よりも下方の前記コンクリート造の建物躯体にそれぞれ固着して設置され、前記引張材側接合部が前記躯体側接合部の上端から下端の中間部に一体に設けられ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,
The tensile material end connecting means is configured such that the frame-side joint portion has an upper end side of the concrete building frame above the ceiling material and a lower end side of the concrete building frame below the ceiling material. A suspended ceiling structure, wherein the suspended ceiling structure is configured to be fixedly installed, and the tensile material side joint portion is integrally provided from an upper end to a lower end intermediate portion of the housing side joint portion.
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、
前記引張材端部接続手段は、前記天井材及び前記天井下地からなる天井部の外周端部に係合してこれを保持する係合保持片を備え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 suspension material structure according to claim 1, wherein the tension material end connecting means includes an engagement holding piece that engages and holds an outer peripheral end of a ceiling portion made of the ceiling material and the ceiling base.
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