JP6439967B2 - Suspended ceiling structure and seismic resistance method for suspended ceiling structure - Google Patents

Suspended ceiling structure and seismic resistance method for suspended ceiling structure Download PDF

Info

Publication number
JP6439967B2
JP6439967B2 JP2014215168A JP2014215168A JP6439967B2 JP 6439967 B2 JP6439967 B2 JP 6439967B2 JP 2014215168 A JP2014215168 A JP 2014215168A JP 2014215168 A JP2014215168 A JP 2014215168A JP 6439967 B2 JP6439967 B2 JP 6439967B2
Authority
JP
Japan
Prior art keywords
ceiling
holding member
connection
suspended
tensile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2014215168A
Other languages
Japanese (ja)
Other versions
JP2016079769A (en
Inventor
英樹 仙洞田
英樹 仙洞田
小前 健太郎
健太郎 小前
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Corp
Original Assignee
Shimizu Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shimizu Corp filed Critical Shimizu Corp
Priority to JP2014215168A priority Critical patent/JP6439967B2/en
Publication of JP2016079769A publication Critical patent/JP2016079769A/en
Application granted granted Critical
Publication of JP6439967B2 publication Critical patent/JP6439967B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Vibration Prevention Devices (AREA)

Description

本発明は、吊り天井の構造及び吊り天井構造の耐震化方法に関する。   The present invention relates to a suspended ceiling structure and a method for making a suspended ceiling structure earthquake resistant.

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7に示すように、水平の一方向T1に所定の間隔をあけて並設される複数の野縁1と、野縁1に直交し、水平の他方向T2に所定の間隔をあけて並設され、複数の野縁1に一体に接続して設けられる複数の野縁受け2と、下端を野縁受け2に接続し、上端を上階の床材等の上部構造(建物躯体)3に固着して配設される複数の吊りボルト(吊り部材)4と、野縁1と野縁受け2からなる格子状の天井下地7(野縁1の下面)にビス留めして一体に取り付けられ、天井面(天井部5)を形成する石膏ボードなどの天井パネル(天井材)6とを備えて構成したものがある。   Conventionally, suspended ceilings are frequently used as ceilings of buildings such as schools, hospitals, production facilities, gymnasiums, pools, airport terminal buildings, office buildings, theaters, cinecones, etc. (see, for example, Patent Document 1 and Patent Document 2). . In the suspended ceiling (suspended ceiling structure) A, for example, as shown in FIG. 7, a plurality of field edges 1 arranged in parallel at a predetermined interval in one horizontal direction T1, and orthogonal to the field edges 1. , A plurality of field receivers 2 that are provided in parallel in the other direction T2 in the horizontal direction and are integrally connected to a plurality of field edges 1, a lower end is connected to the field receiver 2, and an upper end is A plurality of suspension bolts (suspending members) 4 fixedly disposed on an upper structure (building frame) 3 such as a flooring material on the upper floor, and a grid-like ceiling base 7 including a field edge 1 and a field edge receiver 2 ( There are some which are provided with a ceiling panel (ceiling material) 6 such as a gypsum board which is integrally attached by screwing to the lower surface of the field edge 1 and forms a ceiling surface (ceiling part 5).

また、例えば図8に示すように、クリーンルームのようにファンフィルターユニット等の大重量の設備機器を天井部5に設置する必要がある吊り天井(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)8と、上端を上部構造に固着し、下端側をTバー8に接続して配設された複数の吊りボルト(吊り部材)4と、Tバー8などからなる天井下地7にビス留めして一体に取り付けられて天井面(天井部5)を形成する天井パネル(天井材)6とを備えて構成したものもある。   Further, as shown in FIG. 8, for example, a suspended ceiling (suspended ceiling structure) A in which a heavy equipment such as a fan filter unit needs to be installed on the ceiling 5 as in a clean room has a horizontal direction T1. A plurality of T bars (supporting members having a reverse T-shaped cross section) 8 which are arranged in parallel with each other at a predetermined interval and extend in the other direction T2 orthogonal to one direction T1, and the upper end is fixed to the upper structure, and the lower end side is set to T A plurality of suspension bolts (suspension members) 4 connected to the bar 8 and a ceiling base 7 made of a T bar 8 or the like are screwed together to form a ceiling surface (ceiling portion 5). There is also a configuration including a ceiling panel (ceiling material) 6.

ここで、このように野縁1及び野縁受け2や、Tバー8等の天井下地7と天井パネル6を吊りボルト4で吊り下げ支持してなる吊り天井Aは、その構造上、地震時に作用する水平力によって横揺れしやすい。そして、地震時に横揺れして、天井部5の端部5aが壁や柱、梁などの建物構成部材(建物躯体)9に衝突し、天井パネル6に破損が生じたり、脱落が生じるおそれがあった。   Here, the suspended ceiling A formed by supporting the ceiling edge 7 and the ceiling panel 6 such as the field edge 1 and the field edge receiver 2 and the T-bar 8 with the suspension bolt 4 in this way is structurally resistant to an earthquake. It is easy to roll due to the acting horizontal force. 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、従来、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8などの天井下地7に接続して補強ブレース10を設け、天井下地7及び天井パネル6からなる天井部5の地震時の横揺れを抑えるようにしている(図8参照)。   For this reason, a reinforcing brace 10 is conventionally provided by connecting the upper end side to the upper structure 3 and the like, and connecting the lower end side to the ceiling base 7 such as the suspension bolt 4, the field edge 1, the field edge receiver 2, and the T-bar 8. In addition, the rolling of the ceiling portion 5 composed of the ceiling base 7 and the ceiling panel 6 during an earthquake is suppressed (see FIG. 8).

一方、補強ブレース10による耐震補強、耐震改修を行う際には、天井裏空間Hに作業員が入って取付作業を行うことが必要になる。このため、天井裏空間Hに配設された配線、配管、エアコン等の付帯設備などによって、補強できる範囲に制限が生じ、十分に対応できないケースがある。また、天井下地7などにJIS材ではない低強度の一般材が使用され、補強後の性能が不安定で十分な改修精度を確保できないケースや、点付け溶接部などがあることで対応できないケースもある。   On the other hand, when performing seismic reinforcement and seismic retrofit by the reinforcing brace 10, it is necessary for an operator to enter the ceiling space H and perform installation work. For this reason, there is a case in which the range that can be reinforced is limited by wiring, piping, an air conditioner, or the like arranged in the ceiling space H, and cannot be adequately handled. In addition, low-strength general materials that are not JIS materials are used for the ceiling base 7, etc., and the performance after reinforcement is unstable and sufficient repair accuracy cannot be ensured, or because there are spot welds etc. There is also.

これに対し、例えば図9に示すように、天井部5の下方に且つ天井部5に沿って横方向に、例えば溝形鋼などの断面略逆U字状で略棒状の引張材(補剛材、サポート材)11を配設し、この引張材11の両端部をそれぞれ建物躯体3、9に接続し、中間部を天井部5の下方から天井材6及び/又は天井下地7にタッピングビス等で接続固定してなる吊り天井構造Bが提案されている(例えば、特許文献3参照)。   On the other hand, as shown in FIG. 9, for example, a tensile material (stiffening) having a substantially inverted U-shaped cross section such as a grooved steel is provided below the ceiling portion 5 and laterally along the ceiling portion 5. Material, support material) 11, both ends of the tension material 11 are connected to the building frames 3 and 9, and the middle part is tapped with the ceiling material 6 and / or the ceiling base 7 from below the ceiling part 5. A suspended ceiling structure B that is connected and fixed by, for example, has been proposed (see, for example, Patent Document 3).

このように溝形鋼などの略棒状の引張材11を天井部5の下方に且つ天井部5に沿って配設してなる吊り天井構造B(グリッドサポート工法)においては、地震時に、引張材11によって天井部5を建物躯体3、9と一体に挙動させることができ、天井部5の揺れを抑制することが可能になる。   Thus, in the suspended ceiling structure B (grid support method) in which the substantially rod-shaped tensile material 11 such as channel steel is disposed below the ceiling portion 5 and along the ceiling portion 5, the tensile material is provided during an earthquake. 11, the ceiling part 5 can be made to behave integrally with the building housings 3 and 9, and the shaking of the ceiling part 5 can be suppressed.

また、引張材11の中間部をビスなどの接続固定手段を用い、天井部5の下方から天井材6及び/又は天井下地7に固定するようにしたことで、引張材11の設置時に天井裏空間H内での作業をほとんど不要にすることが可能で、施工性を大幅に向上させることができる。   Further, the intermediate part of the tension member 11 is fixed to the ceiling member 6 and / or the ceiling base 7 from below the ceiling part 5 by using a connection fixing means such as a screw, so that when the tension member 11 is installed, the ceiling The work in the space H can be made almost unnecessary, and the workability can be greatly improved.

これにより、既設の吊り天井構造A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 A to improve the earthquake resistance, a dangerous work in the ceiling space H is unnecessary, and the inside of the ceiling space H is not required. The inconvenience that there is a range in which construction cannot be performed due to the clearance with the incidental equipment provided in the building and the building housing 3 can be solved, and the required construction period can be shortened and the cost can be reduced.

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る。さらに、天井下地7の野縁1、野縁受け2、Tバー8などにJIS材と一般材のどちらが使用されていても、また、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、確実に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 the earthquake-resistant repair. Furthermore, whether the JIS material or the general material is used for the field edge 1, the field edge receiver 2, the T-bar 8, etc. of the ceiling base 7, and whether it is a newly installed or existing suspended ceiling structure, the ceiling material It is possible to cope with any material 6, and it is possible to reliably improve the seismic performance.

特開2008−121371号公報JP 2008-121371 A 特開2005−350950号公報JP 2005-350950 A 特開2013−177801号公報JP2013-177801A

ここで、溝形鋼などの引張材を設けて吊り天井構造の耐震化を図る場合において、現状では引張材の端部を建物躯体に接続する手法が確立されているとは言えず、施工性、信頼性に優れた引張材の端部の接続構造の開発が強く望まれている。   Here, when installing tensile materials such as channel steel to make the suspended ceiling structure seismic resistant, it cannot be said that a method for connecting the ends of the tensile materials to the building frame has been established at present. Therefore, it is strongly desired to develop an end connection structure of a tensile material having excellent reliability.

本発明は、上記事情に鑑み、天井材や天井下地に固着して設置される略棒状の引張材の端部を建物躯体などに好適に接続することを可能にした吊り天井構造及び吊り天井構造の耐震化方法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 and a suspended ceiling structure capable of suitably connecting an end portion of a substantially rod-shaped tensile material that is fixedly installed on a ceiling material or a ceiling base to a building frame or the like. The purpose is to provide an earthquake resistance method.

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配設される引張材と、前記引張材と前記建物躯体を接続する引張材接続構造とを備え、前記引張材接続構造が、躯体接続手段によって前記建物躯体に接続して支持され、前記天井下地及び前記天井材からなる天井部に沿って配設される引張材保持部材と、前記引張材保持部材に前記引張材の端部を接続する端部接続部材とを備えて構成され、前記端部接続部材が、前記引張材保持部材に固着した固着部と、前記固着部に一端を固着して横方向に延設され、前記引張材の端部を接合する接続部とを備えて形成されており、前記躯体接続手段が、前記上部構造に上端を接続して天井裏空間内に配設される連結吊り材と、前記天井材の下方に下端側を、前記天井裏空間に上端側を配し、上端側に前記連結吊り材の下端をボルト接合し、下端側に前記引張材保持部材をボルト接合する保持部材側連結材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 a tensile material disposed along the ceiling surface, and a tensile material connection structure for connecting the tensile material and the building frame, wherein the tensile material connection structure is connected to the building frame by a frame connection means. And a tension material holding member disposed along a ceiling portion made of the ceiling base and the ceiling material, and an end connection member for connecting an end portion of the tension material to the tension material holding member. The end portion connecting member is fixed to the tensile material holding member, and the connecting portion is bonded to the end portion of the tensile material. are formed with the door, it said skeleton against Means for connecting the upper end to the upper structure and connecting the suspended material disposed in the ceiling space, a lower end side below the ceiling material, an upper end side in the ceiling space, and an upper end side. The lower end of the connecting suspension member is bolted, and the holding member side connecting member for bolting the tensile material holding member is provided on the lower end side .

本発明の吊り天井構造の耐震改修方法は、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の耐震化方法であって、前記天井材の下方に且つ前記天井面に沿って引張材を配設する引張材設置工程と、前記上部構造に上端を接続して天井裏空間内に連結吊り材を配設する連結吊り材設置工程と、前記天井材の下方に下端側を、前記天井裏空間に上端側を配し、上端側に前記連結吊り材の下端を接合して保持部材側連結材を配設する保持部材側連結材設置工程と、前記天井下地及び前記天井材からなる天井部の外周端部に沿って引張材保持部材を配設するとともに、該引張材保持部材を前記保持部材側連結材にボルト接合する引張材保持部材設置工程と、前記引張材保持部材に固着した端部接続部材と前記引張材の端部を接合する引張材接続工程とを備えることを特徴とする。   The method for seismic retrofit of a suspended ceiling structure according to the present invention is a method of making a suspended ceiling structure seismic by attaching a ceiling material that forms a ceiling surface to a ceiling base that is suspended and supported by an upper structure of a building frame via a suspension member. A tensioning material installation step of arranging a tensioning material below the ceiling material and along the ceiling surface, and connecting a top end to the upper structure and arranging a connecting suspension material in the space behind the ceiling. The connecting suspension material installation step, the lower end side is arranged below the ceiling material, the upper end side is arranged in the ceiling space, and the lower end of the connection suspension material is joined to the upper end side to arrange the holding member side connection material. A holding member side connecting material installation step, and a tensile material holding member disposed along the outer peripheral end of the ceiling portion made of the ceiling base and the ceiling material, and the tensile material holding member as the holding member side connecting material The tension material holding member installation step for bolt joining, and the tension material Characterized in that it comprises a tension member connecting step of joining the ends of the tension member and the end connection member fixed to the support member.

これらの発明においては、引張材(補剛材、サポート材)と建物躯体を接続する引張材接続構造として躯体接続手段と引張材保持部材と端部接続部材を備えるようにし、端部接続部材を固着した引張材保持部材を所定位置に配置するとともに躯体接続手段で支持させ、端部接続部材の接続部に引張材を接合することで、施工性、信頼性を確保して好適に引張材の端部を建物躯体に接続することが可能になる。   In these inventions, as a tensile material connection structure for connecting a tensile material (stiffener, support material) and a building frame, a frame connecting means, a tensile material holding member, and an end connecting member are provided, and the end connecting member is provided. The fixed tension material holding member is arranged at a predetermined position and supported by the housing connecting means, and the tensile material is joined to the connection portion of the end connection member, so that the workability and reliability are secured and the tensile material is suitably It becomes possible to connect the end to the building frame.

この発明においては、躯体接続手段として連結吊り材と保持部材側連結材を備えるようにし、上部構造に上端を接続して天井裏空間内に連結吊り材を設置し、この連結吊り材の下端側にボルト接合して保持部材側連結材を取り付け、この保持部材側連結材の下端側に引張材保持部材をボルト接合することで、施工性、信頼性を確保して好適に引張材保持部材を天井部の外周端部に沿って設置することが可能になる。   In the present invention, a connecting suspension member and a holding member side connection member are provided as the housing connecting means, the upper end is connected to the upper structure, the connection suspension member is installed in the ceiling space, and the lower end side of the connection suspension member By attaching the holding member side connecting material to the bolt and attaching the tensile material holding member to the lower end side of the holding member side connecting material, the workability and reliability are secured, and the tensile material holding member is suitably attached. It can be installed along the outer peripheral edge of the ceiling.

さらに、本発明の吊り天井構造においては、前記上部構造に上端を接続し、下端同士を接続して前記天井裏空間内に配設される垂設連結吊り材及び斜設連結吊り材を前記連結吊り材として備えていることがより望ましい。   Furthermore, in the suspended ceiling structure of the present invention, the upper connection is connected to the upper structure, the lower connection is connected to each other, and the suspended connection suspension and the oblique connection suspension disposed in the ceiling back space are connected to the suspension structure. It is more desirable to provide as a suspension material.

この発明においては、連結吊り材として、上部構造に上端を接続して垂設される垂設連結吊り材と、上部構造に上端を接続して斜設される斜設連結吊り材を備え、これら垂設連結吊り材と斜設連結吊り材の下端同士を接続し、この下端同士の接続部分に保持部材側連結材を介して引張材保持部材を接続する。これにより、地震時に引張材に作用する引張力を垂設連結吊り材と斜設連結吊り材に分散させて支持することができ、引張材によって吊り天井構造の横揺れを効果的に抑えることが可能になる。   In the present invention, as the connection suspension material, a suspended connection suspension material that is suspended by connecting the upper end to the upper structure, and an oblique connection suspension material that is obliquely disposed by connecting the upper end to the upper structure, these The lower ends of the suspended connecting suspension member and the oblique connecting suspension member are connected to each other, and the tensile material holding member is connected to the connecting portion between the lower ends via the holding member side connecting member. As a result, the tensile force acting on the tensile material during an earthquake can be dispersed and supported by the suspended and suspended connecting suspensions, and the rolling of the suspended ceiling structure can be effectively suppressed by the tensile members. It becomes possible.

本発明の吊り天井構造によれば、天井材や天井下地に固着して設置される略棒状の引張材の端部を建物躯体などに好適に接続することが可能になる。   According to the suspended ceiling structure of the present invention, it is possible to suitably connect the end portion of a substantially rod-shaped tension member that is fixedly installed on a ceiling material or a ceiling base to a building frame or the like.

本発明の一実施形態に係る吊り天井構造の引張材接続構造を示す正面図である。It is a front view which shows the tension material connection structure of the suspended ceiling structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る引張材接続構造の引張材保持部材を設置する状況を示す斜視図である。It is a perspective view which shows the condition which installs the tension material holding member of the tension material connection structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る引張材接続構造の引張材保持部材を設置する状況を示す斜視図である。It is a perspective view which shows the condition which installs the tension material holding member of the tension material connection structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る引張材接続構造の端部接続部材を示す下方側から見た平面図である。It is the top view seen from the lower part side which shows the edge part connection member of the tension material connection structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る引張材接続構造の端部接続部材を示す側面図である。It is a side view which shows the edge part connection member of the tension material connection structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る引張材接続構造の引張材保持部材と保持側連結材をボルト接合する際に用いるボルト取付用治具を示す図である。It is a figure which shows the jig | tool for bolt attachment used when bolting the tension | tensile_strength holding | maintenance member and holding | maintenance side connection material of the tension | tensile_strength material connection structure which concern on one Embodiment of this invention. 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. 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. 引張材を備えた吊り天井構造を示す斜視図である。It is a perspective view which shows the suspended ceiling structure provided with the tension material.

以下、図1から図6、図9を参照し、本発明の一実施形態に係る吊り天井構造及び吊り天井構造の耐震化方法について説明する。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に関するものである。   Hereinafter, with reference to FIG. 1 to FIG. 6 and FIG. 9, a suspended ceiling structure and a method for making the suspended ceiling structure earthquake resistant according to an embodiment of the present invention will be described. Here, the present embodiment relates to a suspended ceiling structure used as a ceiling of a building such as a school, a hospital, a production facility, a gymnasium, a pool, an airport terminal building, an office building, a theater, or a cinecon.

本実施形態の吊り天井(吊り天井構造)Cは、図9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. 9, the suspended ceiling (suspended ceiling structure) C 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、建物躯体の鉄骨梁(躯体梁)などの上部構造3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 is fixed to an upper structure 3 such as a steel beam (frame beam) of a building frame, or a steel joist or the like A plurality of lower end sides are connected to the field receiver 2 by using a hanging member connecting bracket (hanger). 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C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 C, 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Cにおいては、図1、図9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)に沿って水平に配設された略棒状の引張材(補剛材、サポート材)11と、引張材11と建物躯体の上部構造3を接続する引張材接続構造15とを備えている。
なお、建物躯体は特に限定する必要はなく、RC梁でも何でも構わない。
On the other hand, in the suspended ceiling C of the present embodiment, as shown in FIGS. 1 and 9, a substantially bar shape disposed horizontally below the ceiling portion 5 and along the lower surface (ceiling surface) of the ceiling portion 5. Tension material (stiffening material, support material) 11 and a tension material connection structure 15 for connecting the tension material 11 and the upper structure 3 of the building frame.
It should be noted that the building housing is not particularly limited and may be an RC beam.

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、一対の側壁部11aと一対の側壁部の上端同士を繋ぐ連設部11bとを備えて断面略コ字状(断面略逆U字状)に形成されている(図4、図5参照)。   The tensile material 11 is, for example, a grooved steel formed of an aluminum extruded shape steel, a steel member, and the like, and includes a pair of side wall portions 11a and a continuous portion 11b that connects the upper ends of the pair of side wall portions. (Refer to FIG. 4 and FIG. 5).

また、引張材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 11 is provided by fixing its intermediate part from below the ceiling part 5 to the ceiling material 6 (ceiling part 5) and the ceiling base 7 of the field edge 1 by connection fixing means such as tapping screws. 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.

引張材接続構造15は、図1から図3に示すように、躯体接続手段16によって建物躯体に接続して支持され、天井下地7及び天井材6からなる天井部5の外周端部5aに沿って配設される引張材保持部材17と、引張材保持部材17に引張材11の端部を接続する端部接続部材18とを備えて構成されている。引張材保持部材17は、例えばH形鋼、I形鋼、溝形鋼などの形鋼が使用されている。   As shown in FIG. 1 to FIG. 3, the tension member connection structure 15 is supported by being connected to the building frame by the frame connection means 16, and extends along the outer peripheral end 5 a of the ceiling portion 5 including the ceiling base 7 and the ceiling material 6. The tension material holding member 17 is provided, and the end connection member 18 that connects the end of the tension material 11 to the tension material holding member 17 is provided. For the tensile material holding member 17, for example, a shape steel such as an H-shaped steel, an I-shaped steel, or a grooved steel is used.

また、躯体接続手段16は、図1に示すように、上部構造3に上端を接続して天井裏空間H内に配設される連結吊り材19と、天井材6の下方に下端側を、天井裏空間Hに上端側を配し、上端側に連結吊り材19の下端をボルト接合し、下端側に引張材保持部材17をボルト接合する保持部材側連結材20とを備えて構成されている。   In addition, as shown in FIG. 1, the frame connecting means 16 is connected to the upper structure 3 with the upper end connected to the suspension material 19 disposed in the ceiling space H, and the lower end side below the ceiling material 6. An upper end side is arranged in the ceiling space H, the lower end of the connecting suspension member 19 is bolted to the upper end side, and the holding member side connecting member 20 is bolted to the tensile material holding member 17 on the lower end side. Yes.

また、本実施形態の連結吊り材19は、図1から図3に示すように、天井部5の外周端部5aに沿う方向に所定の間隔をあけて複数設けられている。さらに、上部構造3に上端を接続し、下端同士を接続して天井裏空間H内に配設される垂設連結吊り材19a及び斜設連結吊り材19bの一対の連結吊り材19を複数備えて構成されている。   In addition, as shown in FIGS. 1 to 3, a plurality of the connecting suspension members 19 of the present embodiment are provided with a predetermined interval in the direction along the outer peripheral end portion 5 a of the ceiling portion 5. Furthermore, the upper structure 3 is provided with a plurality of a pair of connection suspension materials 19 including a vertical connection suspension material 19a and an oblique connection suspension material 19b which are connected in the ceiling back space H with the upper ends connected to each other and the lower ends connected to each other. Configured.

本実施形態の保持部材側連結材20は、上下方向T3に延びる上側接続部20aと、横方向に延びる下側接続部20bとを備えて逆T字状に形成されている。また、下側接続部20bは、平板状に形成され、上下方向T3に板面を向けて配設されており、上側接続部20aを挟んで横方向の両側にそれぞれ、上面から下面に貫通する複数のボルト挿通孔21が形成されている。   The holding member side connecting member 20 of the present embodiment includes an upper connection portion 20a extending in the vertical direction T3 and a lower connection portion 20b extending in the horizontal direction, and is formed in an inverted T shape. The lower connection portion 20b is formed in a flat plate shape and is disposed with the plate surface facing the vertical direction T3, and penetrates from the upper surface to the lower surface on both sides in the lateral direction across the upper connection portion 20a. A plurality of bolt insertion holes 21 are formed.

この保持部材側連結材20は、天井材6に貫通形成した挿通孔22に上側接続部20aを下方から挿通することにより、上端側を天井裏空間Hに、下端側の下側接続部20bを所定の間隔をあけて天井材6の下方にそれぞれ配して設けられている。   The holding member side connecting member 20 is formed by inserting the upper connecting portion 20a from below into the insertion hole 22 formed through the ceiling member 6 so that the upper end side is in the ceiling back space H and the lower connecting portion 20b is on the lower end side. They are arranged below the ceiling material 6 with a predetermined interval.

また、本実施形態では、保持部材側連結材20の下側接続部20bにウェブが重なるように、且つ下側接続部20bのボルト挿通孔21と、ウェブに貫通形成されたボルト挿通孔23が連通するようにして、H形鋼、I形鋼、溝形鋼などの引張材保持部材17が配設されている。そして、互いのボルト挿通孔21、23にボルト(高力ボルト)24を挿通しナット25を締結することにより、引張材保持部材17が連結吊り材19、保持部材側連結材20を介して建物躯体の上部構造3に接続支持され、天井部5の外周に沿って配設されている。   Further, in the present embodiment, the bolt insertion hole 21 of the lower connection portion 20b and the bolt insertion hole 23 formed through the web so that the web overlaps the lower connection portion 20b of the holding member side coupling member 20 are provided. A tensile material holding member 17 such as an H-shaped steel, an I-shaped steel, or a grooved steel is disposed so as to communicate with each other. Then, by inserting a bolt (high-strength bolt) 24 into each other's bolt insertion holes 21 and 23 and fastening a nut 25, the tensile material holding member 17 is connected to the building via the connecting suspension material 19 and the holding member side connecting material 20. It is connected and supported by the upper structure 3 of the housing, and is disposed along the outer periphery of the ceiling portion 5.

さらに、引張材保持部材17には、図2から図5に示すように、所定位置に、フランジに溶接などして固着され、天井部5の内側に突設し、引張材11の端部を引張材保持部材17に接続するための端部接続部材18が一体に取り付けられている。   Further, as shown in FIG. 2 to FIG. 5, the tensile material holding member 17 is fixed to a predetermined position by welding or the like, and protrudes inside the ceiling portion 5, and the end portion of the tensile material 11 is attached to the tensile material holding member 17. An end connection member 18 for connecting to the tensile material holding member 17 is integrally attached.

また、本実施形態の端部接続部材18は、平板状に形成され、一端を引張材保持部材17のフランジに固着し、上下方向T3に板面を向けて配設された固着部26と、固着部26に一端を固着して横方向に延設され、引張材11の端部をボルト接合する接続部27とを備えて形成されている。また、本実施形態では、接続部27が一対の側壁部27aと一対の側壁部27aの上端同士を繋ぐ連設部27bとを備えて断面コ字状(逆U字状)に形成され、連設部27bを固着部26の下面に溶接などして固着されている。さらに、接続部27は、延出方向先端側の側壁部27aに複数のボルト挿通孔が貫通形成されている。   Further, the end connecting member 18 of the present embodiment is formed in a flat plate shape, one end is fixed to the flange of the tensile material holding member 17, and the fixing portion 26 is disposed with the plate surface facing the vertical direction T3, One end is fixed to the fixing portion 26 and extends in the lateral direction, and is formed with a connection portion 27 that bolts the end portion of the tensile material 11. Moreover, in this embodiment, the connection part 27 is provided with the connection part 27b which connects the upper end of a pair of side wall part 27a and a pair of side wall part 27a, is formed in cross-sectional U-shape (reverse U-shape), and is connected. The installation portion 27b is fixed to the lower surface of the fixing portion 26 by welding or the like. Furthermore, the connection part 27 has a plurality of bolt insertion holes formed through the side wall part 27a on the front end side in the extending direction.

この接続部27の先端側に引張材11の端部を重ねるように配置し、互いのボルト挿通孔を連通させ、ボルト28を挿通するとともにナット29を締結することによって、引張材11の端部が端部接続部材18にボルト接合されている。   The end portion of the tension member 11 is arranged so that the end portion of the tension member 11 is overlapped with the front end side of the connecting portion 27, the bolt insertion holes are communicated with each other, the bolt 28 is inserted, and the nut 29 is fastened. Is bolted to the end connection member 18.

上記のように構成した引張材11と引張材接続構造15を設置して吊り天井Cを耐震化する場合には(本実施形態の吊り天井構造の耐震化方法では)、天井材6の下方に且つ天井面に沿って引張材11を配設する(引張材設置工程)。   When installing the tension member 11 and the tension member connection structure 15 configured as described above to make the suspended ceiling C earthquake resistant (in the earthquake resistance method of the suspended ceiling structure of the present embodiment), below the ceiling material 6. And the tension | tensile_strength material 11 is arrange | positioned along a ceiling surface (tensile material installation process).

また、これとともに、上部構造3に上端を接続して天井裏空間H内に連結吊り材19を配設し(連結吊り材設置工程)、天井材6の下方に下端側を、天井裏空間Hに上端側を配し、上端側に連結吊り材19の下端をボルト接合して保持部材側連結材20を配設する(保持部材側連結材設置工程)。   At the same time, the upper end is connected to the upper structure 3, and the connecting suspension material 19 is disposed in the ceiling space H (connected suspension material installation step). The upper end side is arranged on the upper end side, and the lower end of the connecting suspension member 19 is bolted to the upper end side to arrange the holding member side connecting member 20 (holding member side connecting member installation step).

さらに、天井下地7及び天井材6からなる天井部5の外周端部5aに沿って引張材保持部材17を配設するとともに、この引張材保持部材17を保持部材側連結材20にボルト接合する(引張材保持部材設置工程)。そして、引張材保持部材17に固着した端部接続部材18と引張材11の端部をボルト接合する(引張材接続工程)。   Further, a tensile material holding member 17 is disposed along the outer peripheral end portion 5 a of the ceiling portion 5 including the ceiling base 7 and the ceiling material 6, and the tensile material holding member 17 is bolted to the holding member side connecting material 20. (Tensile material holding member installation step). And the edge part connection member 18 adhering to the tension material holding member 17 and the edge part of the tension material 11 are bolt-joined (tensile material connection process).

ここで、保持部材側連結材20の下側接続部20bに引張材保持部材17のウェブをボルト接合する際には、下側接続部20b及びウェブと天井材6との間の隙間が非常に小さくなる。このため、作業者の手が入らず、このボルト接合作業が困難になることも考えられる。   Here, when the web of the tensile material holding member 17 is bolted to the lower connection portion 20b of the holding member side connecting member 20, the gap between the lower connection portion 20b and the web and the ceiling material 6 is very large. Get smaller. For this reason, an operator's hand does not enter and it is also considered that this bolt joining operation becomes difficult.

これに対し、本実施形態では、図3、図6に示すように、ボルト取付用治具30を用いる。このボルト取付用治具30は、ワイヤー、チェーンなどのフレキシブルな索体や鎖体などの線状体31の先端に、シリコンパイプなどの弾性を有する管材32を取り付けて構成されている。そして、線状体31を保持部材側連結材20の下側接続部20b及び引張材保持部材17のウェブと天井材6との間の隙間に通し、ボルト挿通孔21、23に挿通させる。また、管材32の先端にボルト24の軸部を差し込んで保持させる。この状態で、線状体31を引っぱって管材32及びボルト24の軸部をボルト挿通孔21、23に挿通させ、管材32からボルトを取り外す。   On the other hand, in this embodiment, as shown in FIGS. 3 and 6, a bolt mounting jig 30 is used. This bolt mounting jig 30 is configured by attaching a tube material 32 having elasticity such as a silicon pipe to the tip of a linear body 31 such as a flexible cable body such as a wire or a chain or a chain body. Then, the linear body 31 is passed through the lower connecting portion 20b of the holding member side connecting member 20 and the gap between the web of the tension member holding member 17 and the ceiling member 6, and is inserted into the bolt insertion holes 21 and 23. Further, the shaft portion of the bolt 24 is inserted and held at the tip of the tube material 32. In this state, the linear body 31 is pulled so that the shaft portions of the tube material 32 and the bolt 24 are inserted into the bolt insertion holes 21 and 23, and the bolt is removed from the tube material 32.

これにより、保持部材側連結材20の下側接続部20b及び引張材保持部材17のウェブと天井材6との間の隙間が非常に小さく、作業者の手が入らない場合であっても、容易にボルト24をボルト挿通孔21、23に挿通させ、ナット25を締結することができる。   Thereby, even if the gap between the lower connecting portion 20b of the holding member side connecting member 20 and the web of the tensile member holding member 17 and the ceiling member 6 is very small and the operator's hand does not enter, The bolt 24 can be easily inserted into the bolt insertion holes 21 and 23 and the nut 25 can be fastened.

したがって、本実施形態の吊り天井構造Cにおいては、引張材11と建物躯体を接続する引張材接続構造15として躯体接続手段16と引張材保持部材17と端部接続部材18を備えるようにし、端部接続部材18を固着した引張材保持部材17を所定位置に配置するとともに躯体接続手段16で支持させ、端部接続部材18の接続部27に引張材11をボルト接合することで、施工性、信頼性を確保して好適に引張材11の端部を建物躯体に接続することが可能になる。   Therefore, in the suspended ceiling structure C of the present embodiment, the frame connecting means 16, the tensile material holding member 17, and the end connection member 18 are provided as the tensile material connection structure 15 that connects the tensile material 11 and the building frame. The tensile material holding member 17 to which the joint connecting member 18 is fixed is disposed at a predetermined position and supported by the housing connecting means 16, and the tensile material 11 is bolted to the connecting portion 27 of the end connecting member 18. It becomes possible to ensure the reliability and suitably connect the end portion of the tension member 11 to the building frame.

また、躯体接続手段16として連結吊り材19と保持部材側連結材20を備えるようにし、上部構造3に上端を接続して天井裏空間H内に連結吊り材19を設置し、この連結吊り材19の下端側にボルト接合して保持部材側連結材20を取り付け、この保持部材側連結材20の下端側に引張材保持部材17をボルト接合することで、施工性、信頼性を確保して好適に引張材保持部材17を天井部5の外周端部5aに沿って設置することが可能になる。   Further, a connecting suspension member 19 and a holding member side connecting member 20 are provided as the housing connecting means 16, the upper end is connected to the upper structure 3, and the connecting suspension member 19 is installed in the ceiling space H. By attaching the holding member side connecting member 20 by bolting to the lower end side of 19 and attaching the tension member holding member 17 to the lower end side of the holding member side connecting member 20, workability and reliability are ensured. Preferably, the tension material holding member 17 can be installed along the outer peripheral end 5 a of the ceiling portion 5.

さらに、連結吊り材19として、上部構造3に上端を接続して垂設される垂設連結吊り材19aと、上部構造3に上端を接続して斜設される斜設連結吊り材19bを備え、これら垂設連結吊り材19aと斜設連結吊り材19bの下端同士を接続し、この下端同士の接続部分に保持部材側連結材20を介して引張材保持部材17を接続する。これにより、地震時に引張材11に作用する引張力を垂設連結吊り材19aと斜設連結吊り材19bに分散させて支持することができ、引張材11によって吊り天井構造Cの横揺れを効果的に抑えることが可能になる。   Further, as the connection suspension member 19, there are provided a suspension connection suspension member 19 a that is suspended by connecting the upper end to the upper structure 3, and an oblique connection suspension member 19 b that is obliquely disposed by connecting the upper end to the upper structure 3. The lower ends of the vertically-suspended connecting suspension member 19a and the oblique connecting suspension member 19b are connected to each other, and the tensile material holding member 17 is connected to the connecting portion between the lower ends via the holding member-side connecting member 20. Thereby, the tensile force which acts on the tension | tensile_strength material 11 at the time of an earthquake can be disperse | distributed and supported to the suspending connection suspension material 19a and the diagonal connection suspension material 19b, and the rolling of the suspended ceiling structure C is effective by the tension material 11. Can be suppressed.

また、本実施形態の吊り天井構造の耐震改修方法においては、索体又は鎖体の線状体31の先端に弾性を有する管体32を取り付けてなるボルト取付用治具30を用い、このボルト取付用治具30の管体32の先端に軸部を嵌合させて着脱可能にボルト24を取り付け、引張材保持部材17と保持部材側連結材20にそれぞれ形成されて互いに連通するボルト挿通孔21、23に線状体31を挿通させ、線状体31を引っぱって管体32及びボルト24の軸部をボルト挿通孔21、23に挿通させる。
これにより、ボルト24の軸部から管体32を取り外し、ボルト24の軸部にナット25を締結することで引張材保持部材17と保持部材側連結材20をボルト接合することができ、引張材保持部材17と天井材6の間の隙間が小さくても好適にボルト接合作業を行うことが可能になる。
Moreover, in the earthquake-proof repair method of the suspended ceiling structure of this embodiment, this bolt is used using a bolt mounting jig 30 in which a tubular body 32 having elasticity is attached to the tip of a linear body 31 of a rope body or a chain. A bolt insertion hole that is formed on the tension member holding member 17 and the holding member side connecting member 20 and communicates with each other by fitting the shaft portion to the distal end of the tube body 32 of the mounting jig 30 so as to be detachable. The linear body 31 is inserted through 21 and 23, and the linear body 31 is pulled to insert the shaft portion of the tube body 32 and the bolt 24 into the bolt insertion holes 21 and 23.
Thereby, the pipe body 32 is removed from the shaft portion of the bolt 24, and the nut 25 is fastened to the shaft portion of the bolt 24, whereby the tension material holding member 17 and the holding member side connecting material 20 can be bolted together. Even if the gap between the holding member 17 and the ceiling member 6 is small, it is possible to suitably perform the bolt joining operation.

よって、本実施形態の吊り天井構造C及び吊り天井構造の耐震改修方法によれば、天井材6や天井下地7に固着して設置される略棒状の引張材11の端部を建物躯体に好適に接続することが可能になる。   Therefore, according to the suspended ceiling structure C and the seismic retrofitting method of the suspended ceiling structure of the present embodiment, the end of the substantially rod-shaped tension member 11 that is fixedly installed on the ceiling member 6 or the ceiling base 7 is suitable for the building frame. It becomes possible to connect to.

以上、本発明に係る吊り天井構造及び吊り天井構造の耐震改修方法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 and the seismic retrofitting method for the suspended ceiling structure according to the present invention has been described, the present invention is not limited to the above-described embodiment, and is appropriately within a range not departing from the spirit thereof. It can be changed.

例えば、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。   For example, 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.

また、本実施形態では、端部接続部材18の接続部27が一対の側壁部27aと連設部27bを備えて断面コ字状に形成され、引張材11の端部を接続部27の一対の側壁部27aにボルト接合するものとして説明を行った。
これに対し、本発明においては、端部接続部材18が引張材保持部材17に固着した固着部26と、固着部26に一端を固着して横方向に延設され、引張材11の端部を接合する接続部27とを備えて形成されていればよい。このため、引張材11と接続部27の接合構造(接合方法)は特に本実施形態のように限定する必要はない。
In the present embodiment, the connecting portion 27 of the end connecting member 18 includes a pair of side wall portions 27 a and a continuous portion 27 b and is formed in a U-shaped cross section, and the end of the tensile material 11 is connected to the pair of connecting portions 27. It demonstrated as what is bolt-joined to the side wall part 27a.
On the other hand, in the present invention, the end connecting member 18 is fixed to the tensile material holding member 17, and one end of the end connecting member 18 is fixed to the fixing portion 26 so as to extend in the lateral direction. And a connecting portion 27 that joins the two. For this reason, it is not necessary to limit the joining structure (joining method) of the tension | pulling material 11 and the connection part 27 like this embodiment in particular.

さらに、本実施形態では、引張材保持部材17が天井部5の外周端部5aに沿って(外周端部5a側に)配設されるものとして説明を行ったが、引張材保持部材17は天井部5に沿って配設されていればよく、必ずしも天井部5の外周端部5a側に配設されていなくてもよい。   Furthermore, in this embodiment, although the tensile material holding member 17 was demonstrated as what is arrange | positioned along the outer peripheral end part 5a of the ceiling part 5 (at the outer peripheral end part 5a side), the tensile material holding member 17 is It only needs to be disposed along the ceiling portion 5, and does not necessarily have to be disposed on the outer peripheral end portion 5 a side of the ceiling portion 5.

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
8 Tバー
9 建物構成部材(建物躯体)
10 補強ブレース
11 引張材
11a 側壁部
11b 連設部
15 引張材接続構造
16 躯体接続手段
17 引張材保持部材
18 端部接続部材
19 連結吊り材
19a 垂設連結吊り材
19b 斜設連結吊り材
20 保持部材側連結材
20a 上側接続部
20b 下側接続部
21 ボルト挿通孔
22 挿通孔
23 ボルト挿通孔
24 ボルト
25 ナット
26 固着部
27 接続部
27a 側壁部
27b 連設部
28 ボルト
29 ナット
30 ボルト取付用治具
31 線状体
32 管体
A 従来の吊り天井構造
B 従来の吊り天井構造
C 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 8 T-bar 9 Building component (building frame)
DESCRIPTION OF SYMBOLS 10 Reinforcement brace 11 Tensile material 11a Side wall part 11b Connection part 15 Tensile material connection structure 16 Housing connection means 17 Tensile material holding member 18 End connection member 19 Connection suspension material 19a Hanging connection suspension material 19b Diagonal connection suspension material 20 Member side connecting member 20a Upper connection portion 20b Lower connection portion 21 Bolt insertion hole 22 Insertion hole 23 Bolt insertion hole 24 Bolt 25 Nut 26 Adhering portion 27 Connection portion 27a Side wall portion 27b Connecting portion 28 Bolt 29 Nut 30 Bolt mounting treatment Tool 31 Linear body 32 Tube A Conventional suspended ceiling structure B Conventional suspended ceiling structure C Suspended ceiling structure H Ceiling space T1 Lateral direction (one direction)
T2 lateral direction (other direction)
T3 vertical direction

Claims (3)

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配設される引張材と、前記引張材と前記建物躯体を接続する引張材接続構造とを備え、
前記引張材接続構造が、躯体接続手段によって前記建物躯体に接続して支持され、前記天井下地及び前記天井材からなる天井部に沿って配設される引張材保持部材と、前記引張材保持部材に前記引張材の端部を接続する端部接続部材とを備えて構成され、
前記端部接続部材が、前記引張材保持部材に固着した固着部と、前記固着部に一端を固着して横方向に延設され、前記引張材の端部を接合する接続部とを備えて形成されており、
前記躯体接続手段が、前記上部構造に上端を接続して天井裏空間内に配設される連結吊り材と、前記天井材の下方に下端側を、前記天井裏空間に上端側を配し、上端側に前記連結吊り材の下端をボルト接合し、下端側に前記引張材保持部材をボルト接合する保持部材側連結材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,
A tension material disposed below the ceiling material and along the ceiling surface, and a tension material connection structure for connecting the tension material and the building frame,
The tensile material holding member is supported by being connected to the building frame by a frame connecting means, and is arranged along a ceiling portion made of the ceiling base and the ceiling material, and the tensile material holding member And an end connecting member for connecting the end of the tensile material to
The end connection member includes a fixing portion fixed to the tensile material holding member, and a connection portion that is fixed in the lateral direction with one end fixed to the fixing portion, and joins the end portion of the tensile material. Formed ,
The housing connecting means connects the upper end to the upper structure and is connected in the ceiling space, and the lower end side is arranged below the ceiling material, and the upper end side is arranged in the ceiling space, A suspended ceiling structure comprising: a lower end of the connecting suspension member that is bolted to the upper end side; and a holding member side connection member that bolts the tensile material holding member to the lower end side .
請求項記載の吊り天井構造において、
前記上部構造に上端を接続し、下端同士を接続して前記天井裏空間内に配設される垂設連結吊り材及び斜設連結吊り材を前記連結吊り材として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 ,
The upper structure is connected to the upper structure, the lower ends are connected to each other, and a suspended connection suspension member and an oblique connection suspension member disposed in the ceiling space are provided as the connection suspension member. Suspended ceiling structure.
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の耐震化方法であって、
前記天井材の下方に且つ前記天井面に沿って引張材を配設する引張材設置工程と、
前記上部構造に上端を接続して天井裏空間内に連結吊り材を配設する連結吊り材設置工程と、
前記天井材の下方に下端側を、前記天井裏空間に上端側を配し、上端側に前記連結吊り材の下端を接合して保持部材側連結材を配設する保持部材側連結材設置工程と、
前記天井下地及び前記天井材からなる天井部の外周端部に沿って引張材保持部材を配設するとともに、該引張材保持部材を前記保持部材側連結材にボルト接合する引張材保持部材設置工程と、
前記引張材保持部材に固着した端部接続部材と前記引張材の端部を接合する引張材接続工程とを備えることを特徴とする吊り天井構造の耐震化方法。
A method for making a suspended ceiling structure quake-resistant by attaching a ceiling material that forms a ceiling surface to a ceiling base that is suspended and supported by an upper structure of a building frame via a suspension member,
A tensile material installation step of disposing a tensile material below the ceiling material and along the ceiling surface;
A connected suspension material installation step of connecting the upper end to the upper structure and disposing a connection suspension material in the space behind the ceiling,
A holding member side connecting material installation step of arranging a holding member side connecting material by arranging a lower end side below the ceiling material and an upper end side in the ceiling space and joining the lower end of the connecting suspension material to the upper end side. When,
A tension material holding member installation step of disposing a tension material holding member along an outer peripheral end portion of the ceiling portion made of the ceiling base and the ceiling material, and bolting the tension material holding member to the holding member side connecting material. When,
An earthquake resistance method for a suspended ceiling structure, comprising: an end connection member fixed to the tensile material holding member; and a tensile material connection step for joining the end portions of the tensile material.
JP2014215168A 2014-10-22 2014-10-22 Suspended ceiling structure and seismic resistance method for suspended ceiling structure Active JP6439967B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014215168A JP6439967B2 (en) 2014-10-22 2014-10-22 Suspended ceiling structure and seismic resistance method for suspended ceiling structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014215168A JP6439967B2 (en) 2014-10-22 2014-10-22 Suspended ceiling structure and seismic resistance method for suspended ceiling structure

Publications (2)

Publication Number Publication Date
JP2016079769A JP2016079769A (en) 2016-05-16
JP6439967B2 true JP6439967B2 (en) 2018-12-19

Family

ID=55956029

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014215168A Active JP6439967B2 (en) 2014-10-22 2014-10-22 Suspended ceiling structure and seismic resistance method for suspended ceiling structure

Country Status (1)

Country Link
JP (1) JP6439967B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7143562B2 (en) * 2003-03-03 2006-12-05 Awi Licensing Company Suspension system and structure for securing border ceiling panels
JP6164447B2 (en) * 2012-01-31 2017-07-19 清水建設株式会社 Suspended ceiling structure and seismic retrofitting method for suspended ceiling structure

Also Published As

Publication number Publication date
JP2016079769A (en) 2016-05-16

Similar Documents

Publication Publication Date Title
JP5777064B2 (en) Suspended ceiling structure and seismic retrofitting method for suspended ceiling structure
JP6361940B2 (en) Suspended ceiling structure and method for constructing suspended ceiling structure
JP2020041422A (en) Protective net stretching structure
JP4467592B2 (en) Seismic reinforcement device for ceiling suspension bolts
JP2016211177A (en) Reinforcing structure for suspended ceiling
JP6152980B2 (en) Suspended ceiling structure
JP6304523B2 (en) Suspended ceiling structure
JP6439967B2 (en) Suspended ceiling structure and seismic resistance method for suspended ceiling structure
JP2019011640A (en) Suspended ceiling structure
JP6145380B2 (en) Ceiling structure
JP6414662B2 (en) Suspended ceiling structure
JP6264599B2 (en) Suspended ceiling structure
JP6124071B2 (en) Suspended ceiling structure
JP6057371B2 (en) Seismic reinforcement
JP6226173B2 (en) Suspended ceiling structure
JP6327468B2 (en) Suspended ceiling structure
JP2015190301A (en) Fall prevention structure of ceiling
JP6264600B2 (en) Suspended ceiling structure
JP6914023B2 (en) Construction method of suspended ceiling reinforcement structure and suspended ceiling reinforcement structure
JP6696744B2 (en) Suspended ceiling reinforcement structure
JP2015031013A (en) Suspended ceiling structure
JP2010190000A (en) Ceiling intertruss bracing system
JP6274395B2 (en) Reinforced brace connector for suspended ceiling
JP7208028B2 (en) Construction method of earthquake-resistant ceiling structure
JP2016079768A (en) Suspended ceiling structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20170517

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180227

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180313

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180508

TRDD Decision of grant or rejection written
RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20181005

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20181023

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20181107

R150 Certificate of patent or registration of utility model

Ref document number: 6439967

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150