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JP2013181285A - Earthquake-resistant structure for partition wall - Google Patents

Earthquake-resistant structure for partition wall Download PDF

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JP2013181285A
JP2013181285A JP2012044061A JP2012044061A JP2013181285A JP 2013181285 A JP2013181285 A JP 2013181285A JP 2012044061 A JP2012044061 A JP 2012044061A JP 2012044061 A JP2012044061 A JP 2012044061A JP 2013181285 A JP2013181285 A JP 2013181285A
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ceiling
partition wall
field edge
earthquake
fixture
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Masaei Uchiyama
政栄 内山
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UCHIYAMA SANGYO KK
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UCHIYAMA SANGYO KK
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Abstract

PROBLEM TO BE SOLVED: To provide an earthquake-resistant structure of a partition wall for preventing the falling or breakage of the partition wall due to the shake of an earthquake or the like.SOLUTION: The earthquake-resistant structure of a partition wall 12 mounted on the lower part of ceiling joist members 2 and 3 for holding a ceiling panel 4 includes: a fixture 20 disposed at the upper part of the place on which the partition wall 12 of the ceiling joist members 2 and 3 is mounted; and an earthquake-resistant reinforcement 22 connecting the fixture 20 with mounting hardware 21 of a ceiling slab 7. The partition wall 12 is connected via the ceiling joist members 2 and 3 to the ceiling slab 7 at the side of a ceiling 1 by the earthquake-resistant reinforcement 22 so that it is possible to prevent the swing of a ceiling backing material due to an earthquake or the like, to prevent the swing of the partition wall 12 mounted on the lower part of the ceiling joist members 2 and 3, and to prevent the falling or breakage of the partition wall 12. Also, the earthquake-resistant structure configured by making the best of the conventional structure of the partition wall 12 is excellent in workability.

Description

本発明は、建築物の間仕切り壁の耐震構造に関する。   The present invention relates to an earthquake resistant structure for a partition wall of a building.

従来、建築物の室内を仕切るための間仕切り壁として、天井側と床側に取り付けられた1組のランナーと、ランナー間に取り付けられた支柱と、ランナーと支柱がなす面に取り付けられたボード材とからなるものがある(特許文献1)。   Conventionally, as a partition wall for partitioning the interior of a building, a pair of runners attached to the ceiling side and the floor side, a post attached between the runners, and a board material attached to the surface formed by the runner and the post (Patent Document 1).

特開2002−21229号公報JP 2002-21229 A

しかし、従来の間仕切り壁では、地震等により天井側で天井パネルを保持している野縁等の天井下地材が揺れると、間仕切り壁が天井側から脱落したり、破損したりする虞がある、という問題点があった。   However, in the conventional partition wall, if the ceiling base material such as the field edge holding the ceiling panel on the ceiling side is shaken due to an earthquake or the like, the partition wall may fall off from the ceiling side or be damaged, There was a problem.

そこで、本発明は、地震等の揺れによる間仕切り壁の脱落や破損を防ぐ、間仕切り壁の耐震構造を提供することを目的とする。   Then, an object of this invention is to provide the earthquake-resistant structure of a partition wall which prevents the partition wall from dropping off and being damaged by shaking such as an earthquake.

請求項1の発明は、天井パネルを保持する天井下地材の下部に取り付けられた間仕切り壁の耐震構造であって、前記天井下地材の前記間仕切り壁が取り付けられた箇所の上部に配設された取付具と、前記取付具と天井側の所定部とを連結する連結手段とを備えたことを特徴とする。   The invention according to claim 1 is an earthquake-resistant structure of the partition wall attached to the lower part of the ceiling base material that holds the ceiling panel, and is disposed on the upper part of the portion of the ceiling base material where the partition wall is attached. It is characterized by comprising a fixture, and a coupling means for coupling the fixture and a predetermined part on the ceiling side.

請求項2の発明は、前記取付具は、前記天井下地材に取り付け自在な天井側取付部と、前記天井側取付部に回動自在に支持され、前記連結手段に取り付け自在な連結側取付部とを備えたことを特徴とする。   According to a second aspect of the present invention, the fixture includes a ceiling-side attachment portion that can be attached to the ceiling base material, and a connection-side attachment portion that is rotatably supported by the ceiling-side attachment portion and can be attached to the connection means. It is characterized by comprising.

請求項3の発明は、前記連結手段にワイヤーを備えたことを特徴とする。   The invention of claim 3 is characterized in that the connecting means includes a wire.

請求項4の発明は、前記天井下地材は、長手方向に沿って溝部が形成された野縁部材を備え、前記間仕切り壁は、前記野縁部材の下部に取り付けられるものとし、前記取付具は、前記溝部に係止自在な係止部を備えたことを特徴とする。   According to a fourth aspect of the present invention, the ceiling base material includes a field edge member in which a groove is formed along a longitudinal direction, the partition wall is attached to a lower part of the field edge member, The groove portion is provided with a locking portion that can be locked.

請求項1の発明によれば、間仕切り壁が天井下地材を介して天井側に連結手段によって連結されることで、地震等による天井下地材の揺れを防いで、天井下地材の下部に取り付けられた間仕切り壁の揺れを防ぎ、間仕切り壁の脱落や破損を防ぐことができる。また、従来の間仕切り壁の構造を活かした耐震構造となっており、施工性にも優れている。   According to the first aspect of the present invention, the partition wall is connected to the ceiling side by the connecting means via the ceiling base material, so that the ceiling base material is prevented from shaking due to an earthquake or the like and attached to the lower part of the ceiling base material. The partition wall can be prevented from shaking, and the partition wall can be prevented from falling off or being damaged. In addition, it has an earthquake-resistant structure that makes use of the conventional partition wall structure, and is also excellent in workability.

請求項2の発明によれば、連結手段を任意の向きに設置することができるとともに、施工後も連結手段の向きを変更することが容易となり、連結手段を耐震効果が得られる所望の位置に配置することができる。また、連結手段を、天井側の上部構造、天井内の配管、配線、機器等の設備を避けた位置に設置することで、施工性が向上する。   According to invention of Claim 2, while being able to install a connection means in arbitrary directions, it becomes easy to change the direction of a connection means after construction, and a connection means is made into the desired position from which an earthquake-resistant effect is acquired. Can be arranged. Moreover, workability | operativity improves by installing a connection means in the position which avoided facilities, such as the upper structure of a ceiling side, piping in a ceiling, wiring, and an apparatus.

請求項3の発明によれば、連結手段にワイヤーを備えたことで、連結手段に柔軟性が備わり、連結手段の天井側の所定部への取り付けも容易となるとともに、連結手段の柔軟性を活かした取付方法も可能となり、施工性をさらに向上させることができる。   According to the invention of claim 3, by providing the connecting means with the wire, the connecting means is provided with flexibility, and it is easy to attach the connecting means to the predetermined part on the ceiling side, and the connecting means has flexibility. An installation method that makes full use of it is also possible, and the workability can be further improved.

請求項4の発明によれば、取付具を野縁部材の溝部に係止することにより、取付具を介して、連結手段を野縁部材に容易に取り付けることができ、施工性を向上させることができる。   According to the invention of claim 4, by locking the fixture to the groove portion of the field edge member, the connecting means can be easily attached to the field edge member via the fixture, thereby improving the workability. Can do.

本発明の第1実施例における間仕切り壁の耐震構造を示す側面図である。It is a side view which shows the earthquake-resistant structure of the partition wall in 1st Example of this invention. 同上、間仕切り壁の耐震構造を示す平面図である。It is a top view which shows the earthquake-resistant structure of a partition wall same as the above. 同上、間仕切り壁の一例を示す斜視図である。It is a perspective view which shows an example of a partition wall same as the above. 同上、取付具の分解斜視図である。It is an exploded perspective view of a fixture same as the above. 同上、取付具の使用状態を示す斜視図である。It is a perspective view which shows the use condition of a fixture same as the above. 同上、野縁取付部と野縁部材との取付状態を示す断面図である。It is sectional drawing which shows the attachment state of a field edge attaching part and a field edge member same as the above. 同上、野縁取付部と幅狭な野縁部材との取付状態を示す断面図である。It is sectional drawing which shows the attachment state of a field edge attaching part and a narrow field edge member same as the above. 同上、間仕切り壁の耐震構造の概略を示す平面図である。It is a top view which shows the outline of the seismic structure of a partition wall same as the above. 同上、図8とは耐震補強材の向きを変えた状態での間仕切り壁の耐震構造の概略を示す平面図である。FIG. 8 is a plan view showing an outline of the seismic structure of the partition wall in a state where the direction of the seismic reinforcement is changed. 同上、図8とは耐震補強材の向きをさらに変えた状態での間仕切り壁の耐震構造の概略を示す平面図である。FIG. 8 is a plan view schematically showing the seismic structure of the partition wall in a state in which the direction of the seismic reinforcement is further changed. 本発明の第2実施例における間仕切り壁の耐震構造を示す側面図である。It is a side view which shows the earthquake-resistant structure of the partition wall in 2nd Example of this invention. 同上、取付具と連結手段との分解斜視図である。It is an exploded perspective view of a fixture and a connection means same as the above. 同上、取付具の使用状態を示す斜視図である。It is a perspective view which shows the use condition of a fixture same as the above. 同上、野縁取付部と野縁部材との取付状態を示す断面図である。It is sectional drawing which shows the attachment state of a field edge attaching part and a field edge member same as the above. 同上、野縁取付部と幅狭な野縁部材との取付状態を示す断面図である。It is sectional drawing which shows the attachment state of a field edge attaching part and a narrow field edge member same as the above. 同上、取付板の平面図である。It is a top view of a mounting plate same as the above. 本発明の第3実施例における間仕切り壁の耐震構造を示す側面図である。It is a side view which shows the earthquake-resistant structure of the partition wall in 3rd Example of this invention.

本発明における好適な実施の形態について、添付図面を参照して説明する。尚、以下に説明する実施の形態は、特許請求の範囲に記載された本発明の内容を限定するものではない。また、以下に説明される構成の全てが、本発明の必須要件であるとは限らない。   Preferred embodiments of the present invention will be described with reference to the accompanying drawings. The embodiments described below do not limit the contents of the present invention described in the claims. In addition, all of the configurations described below are not necessarily essential requirements of the present invention.

図1〜図10は本発明の実施例1を示すものであり、本実施例の天井1は、互いに間隔をおいて平行に配設された複数の野縁部材2,3に、複数枚に分割された天井パネル4が取り付けられて一体化されることにより、全体として天井面を構成する吊り天井構造を有するものである。   1 to 10 show a first embodiment of the present invention, and a ceiling 1 of the present embodiment is divided into a plurality of field edge members 2 and 3 arranged in parallel and spaced from each other. The divided ceiling panel 4 is attached and integrated, thereby having a suspended ceiling structure that constitutes the ceiling surface as a whole.

ここで、本実施例の吊り天井構造の一例を示すと、それぞれ長手方向(図中、X方向)に沿って溝部としての野縁側溝部5,6が形成された断面略C形状の溝形鋼からなる複数の野縁部材2,3と、コンクリート下地等の上部構造としての天井スラブ7より垂設された垂設部材としての吊りボルト8に略S型形状の形鋼等からなるハンガー等の吊り下げ手段9を介して接続された断面略C形状の形鋼からなる野縁受部材10とを、互いに直交させて一体化して天井下地材としての格子体11を形成し、野縁部材2,3の下面に石膏ボード、コンパネ等の板材からなる天井パネル4をビス等によって取り付けて構成するものである。   Here, when an example of the suspended ceiling structure of the present embodiment is shown, a section steel having a substantially C-shaped cross section in which field edge side grooves 5 and 6 as grooves are formed along the longitudinal direction (X direction in the drawing). A plurality of field edge members 2 and 3, and a hanger made of a substantially S-shaped steel or the like on a suspension bolt 8 as a suspended member suspended from a ceiling slab 7 as an upper structure such as a concrete base. The field edge receiving member 10 made of section steel having a substantially C-shaped cross section connected via the suspension means 9 is integrated perpendicularly to form a lattice 11 as a ceiling base material, and the field edge member 2 , 3 is constructed by attaching a ceiling panel 4 made of a plaster board, a panel, or the like with screws or the like to the lower surface of.

図1及び図3に示すように、本実施例における建築物の室内を仕切るための間仕切り壁12では、下向きコ字状の金属製の横桟部材からなる上側ランナー13と、上向きコ字状の金属製の横桟部材からなる下側ランナー14と、上側ランナー13と下側ランナー14との間に、上側ランナー13及び下側ランナー14の長手方向に適当な間隔をあけて立設された金属製の角筒柱からなる支柱であるスタッド15とを備えた壁下地材16を形成している。そして、壁下地材16のスタッド15等の側面にボード材17がビス等によって取り付けられ、各スタッド15の中間部を横方向に貫通して振れ止め用横桟18を取り付け、上側ランナー13を天井パネル4を保持している天井下地材である野縁部材2,3の下面にビス等によって取り付けるとともに、下側ランナー14を床面19にビス等によって取り付けたものである。また、上側ランナー13及び下側ランナー14は軟質ゴム製の座金部材(不図示)を介して野縁部材2,3の下面及び床面19に取り付けられることが好ましい。   As shown in FIG.1 and FIG.3, in the partition wall 12 for partitioning the interior of the building in a present Example, the upper side runner 13 which consists of a horizontal U-shaped crosspiece member, and upward U-shaped Metal erected between the lower runner 14 made of a metal crosspiece member and the upper runner 13 and the lower runner 14 with appropriate intervals in the longitudinal direction of the upper runner 13 and the lower runner 14 A wall base material 16 including a stud 15 which is a support column made of a rectangular tube column made of metal is formed. Then, a board material 17 is attached to the side surface of the stud 15 and the like of the wall base material 16 with screws or the like, a horizontal beam 18 for steadying is attached through the middle part of each stud 15 in the lateral direction, and the upper runner 13 is ceiling mounted The lower runner 14 is attached to the floor surface 19 with screws or the like while being attached to the lower surfaces of the field edge members 2 and 3 which are the ceiling base materials holding the panel 4. Moreover, it is preferable that the upper runner 13 and the lower runner 14 are attached to the lower surface of the field edge members 2 and 3 and the floor surface 19 via a washer member (not shown) made of soft rubber.

本実施例の間仕切り壁12の耐震構造は、野縁部材2,3の上側ランナー13が取り付けられた取付箇所の上部の野縁側溝部5,6に配設された取付具20と、吊り天井構造の所望とされる位置に上端部が天井スラブ7の下面に接合された取付金物21にボルト・ナットや溶接等によって剛接合され、取付具20と天井スラブ7の所定部の取付金物21とを連結する連結手段である耐震補強材22とを備えた構成である。尚、本発明は本実施例以外の吊り天井構造にも適用可能であり、上部構造は天井スラブ7に限らず、梁などのその他の建築構造物でもよいものとする。   The seismic structure of the partition wall 12 of the present embodiment includes a fixture 20 disposed in the field edge side grooves 5 and 6 at the upper part of the attachment location where the upper runner 13 of the field members 2 and 3 is attached, and a suspended ceiling structure. The fixture 20 and the fixture 21 at the predetermined portion of the ceiling slab 7 are rigidly joined to the fixture 21 whose upper end is joined to the lower surface of the ceiling slab 7 at a desired position by bolts, nuts, welding or the like. It is the structure provided with the seismic reinforcement 22 which is a connection means to connect. The present invention can also be applied to a suspended ceiling structure other than the present embodiment, and the upper structure is not limited to the ceiling slab 7 but may be other building structures such as beams.

取付具20は、野縁部材2,3の野縁側溝部5,6に取り付け自在な天井側取付部である野縁取付部23と、略V字型に延設され、耐震補強材22に取り付け自在な連結側取付部である補強材取付部24とを有するステンレス鋼、アルミニウム等の金属製としている。また取付具20は、野縁取付部23と補強材取付部24とを分割自在に備えた構造である。   The fixture 20 is attached to the seismic reinforcement member 22 extending in a substantially V shape and a field edge attachment portion 23 which is a ceiling side attachment portion which can be attached to the field edge side grooves 5 and 6 of the field edge members 2 and 3. It is made of a metal such as stainless steel or aluminum having a reinforcing member mounting portion 24 that is a free connecting side mounting portion. The fixture 20 has a structure in which a field edge attachment portion 23 and a reinforcing material attachment portion 24 are provided so as to be freely divided.

補強材取付部24は、基端部25の両端から一対の連結杆26,26を略V字型となるように上方に傾斜して延設されており、各連結杆26は水平方向から上向きの傾斜角度をθ1(0<θ1<90°)として、上向きに傾斜して備えたものである。   The reinforcing member mounting portion 24 extends from the both ends of the base end portion 25 so that a pair of connecting rods 26 and 26 are inclined upward so as to be substantially V-shaped, and each connecting rod 26 is directed upward from the horizontal direction. The inclination angle is θ1 (0 <θ1 <90 °) and is inclined upward.

各連結杆26には、第1の連結用貫通部27を備えており、この第1の連結用貫通部27を介して、取付具20をビスやボルト・ナット等の第1の固定手段28によって耐震補強材22に固定するものである。   Each connecting rod 26 is provided with a first connecting through portion 27, and the fixture 20 is connected to the first fixing means 28 such as a screw, bolt or nut through the first connecting through portion 27. It fixes to seismic reinforcement 22 by.

また、第1の連結用貫通部27については、図5中にて実線で示すように各連結杆26に予め耐震補強材22を取り付ける際の基準点として一箇所ずつ設けておき、図5中にて一点鎖線で示すように、耐震補強材22の取付時に、連結杆26の基準点以外の箇所に第1の連結用貫通部27を適宜後付けで設けて、耐震補強材22を取り付けることが好ましい。また、第1の連結用貫通部27は全てが予め設けられたものや後付けされたものでもよく、設置箇所や設置数も図示された以外に適宜変更可能である。   Further, as shown by the solid line in FIG. 5, the first connecting through portion 27 is provided one by one as a reference point when attaching the seismic reinforcing material 22 to each connecting rod 26 in advance. As shown by the alternate long and short dash line, when the seismic reinforcement member 22 is attached, the first connecting through portion 27 may be appropriately retrofitted to a place other than the reference point of the connecting rod 26 to attach the seismic reinforcement member 22. preferable. Further, the first connecting through part 27 may be provided in advance or retrofitted, and the installation location and the number of installations can be appropriately changed other than those shown in the figure.

ここで、図4を元に野縁取付部23と補強材取付部24の分割構造について説明すると、補強材取付部24は、基端部25の下部を略直角に折り曲げて断面視略L型に形成した折り曲げ部29を備えたステンレス鋼、アルミニウム等の金属製としている。   Here, based on FIG. 4, the divided structure of the field mounting portion 23 and the reinforcing material mounting portion 24 will be described. The reinforcing material mounting portion 24 is substantially L-shaped in cross-section when the lower portion of the base end portion 25 is bent at a substantially right angle. It is made of a metal such as stainless steel or aluminum provided with a bent portion 29 formed in the above.

一方、野縁取付部23は、略方形状に形成されたステンレス鋼、アルミニウム等の金属製の薄板からなる野縁取付部本体30の対向する一対の両端部31,31より略平行に下向きに立ち上げられ、野縁部材2の野縁側溝部5に挿入可能な一対の第1の立ち上げ部32,32と、各第1の立ち上げ部32の先端を互いの距離が離れるよう外側へ上向きに折り曲げて断面略J型に形成し、野縁部材2の縁部2Aの内面に長手方向(図中、X方向)に沿って係合可能に設けられ、野縁部材2を野縁側溝部5に沿ってスライド自在に保持する第1の係止部33が設けられている。縁部2Aは、長手方向(図中、X方向)に沿って野縁部材2の野縁側溝部5側の開放端を内向きに屈曲して形成されたものである。   On the other hand, the field edge mounting part 23 is substantially parallel downward from a pair of opposite end parts 31 and 31 of the field edge mounting part body 30 made of a thin metal plate made of a metal such as stainless steel and aluminum formed in a substantially rectangular shape. A pair of first raised portions 32, 32 that are raised and can be inserted into the field edge side groove portion 5 of the field edge member 2, and the tips of the first raised portions 32 face upward so that the distance from each other increases. And is formed to be engageable along the longitudinal direction (X direction in the figure) on the inner surface of the edge portion 2A of the field edge member 2 so that the field edge member 2 is connected to the field edge side groove 5. A first locking portion 33 that is slidably held along is provided. The edge 2A is formed by bending the open end of the field edge member 2 on the field edge side groove 5 side inward along the longitudinal direction (X direction in the figure).

また、野縁取付部23には、第1の係止部33,33より間隔を小さく形成した幅狭な第2の係止部34,34を備えており、野縁部材2の長手方向(図中、X方向)と水平方向に直交する方向である短手方向(図中、Y方向)の幅H1より小さい幅H2に設定された幅狭な野縁部材3への接続を可能としている。ここで、野縁部材2の幅H1及び野縁側溝部5の幅L1は、それぞれ幅狭な野縁部材3の幅H2及び野縁側溝部6の幅L2の約2倍の大きさに設定されている。   Further, the field edge mounting portion 23 is provided with narrow second locking portions 34, 34 formed at a smaller interval than the first locking portions 33, 33, and the longitudinal direction of the field edge member 2 ( In the figure, it is possible to connect to the narrow field member 3 set to a width H2 smaller than the width H1 in the short direction (Y direction in the figure) which is a direction orthogonal to the horizontal direction. . Here, the width H1 of the field edge member 2 and the width L1 of the field edge side groove 5 are set to be approximately twice the width H2 of the narrow field edge member 3 and the width L2 of the field edge side groove 6, respectively. Yes.

ここで、第2の係止部34,34は、野縁取付部本体30の第1の立ち上げ部32,32間に第1の立ち上げ部32と略平行に下向きに立ち上げられ、且つ第1の立ち上げ部32,32間の間隔M1より幅狭な間隔M2に形成され、幅狭な野縁部材3の野縁側溝部6に挿入可能な一対の第2の立ち上げ部35,35の先端を、互いの距離が離れるよう外側へ上向きに折り曲げて、幅狭な野縁部材3の縁部3Aの内面に長手方向(図中、X方向)に沿って係合可能に設けられ、幅狭な野縁部材3を野縁側溝部6に沿ってスライド自在に保持する構造である。縁部3Aは、長手方向(図中、X方向)に沿って野縁部材3の野縁側溝部6側の開放端を内向きに屈曲して形成されたものである。   Here, the second locking portions 34, 34 are raised downwardly between the first rising portions 32, 32 of the field edge attachment main body 30 substantially parallel to the first rising portion 32, and A pair of second raised portions 35, 35 that are formed at an interval M 2 narrower than the interval M 1 between the first raised portions 32, 32 and can be inserted into the field edge side groove 6 of the narrow edge member 3. The front ends of the two members are bent upward so as to be separated from each other, and can be engaged with the inner surface of the edge portion 3A of the narrow field edge member 3 along the longitudinal direction (X direction in the drawing). In this structure, the narrow field edge member 3 is slidably held along the field edge side groove 6. The edge 3A is formed by bending the open end of the field edge member 3 on the field edge side groove 6 side inward along the longitudinal direction (X direction in the figure).

さらに、野縁取付部23は、野縁取付部本体30の四隅を略L型に延設した第1の固定片36を形成し、この第1の固定片36に形成された第1の固定用貫通部37に対してビス等の第2の固定手段38によって野縁部材2の側面に固定可能としている。また、第1の立ち上げ部32に形成された第2の固定用貫通部39に対してビス等の第3の固定手段40によって、幅狭な野縁部材3の側面に固定可能としている。   Further, the field edge mounting portion 23 forms a first fixing piece 36 in which the four corners of the field edge mounting portion main body 30 are substantially L-shaped, and the first fixing formed on the first fixing piece 36 is formed. The through-hole 37 can be fixed to the side surface of the field member 2 by a second fixing means 38 such as a screw. Further, the second fixing penetrating portion 39 formed in the first rising portion 32 can be fixed to the side surface of the narrow field edge member 3 by the third fixing means 40 such as a screw.

また、野縁取付部23には、野縁取付部本体30の前記両端部31,31と異なる両端部を上向きに立ち上げて補強用リブ41が形成されている。   Further, the edge mounting portion 23 is formed with reinforcing ribs 41 by raising both ends of the field mounting portion main body 30 different from the both ends 31, 31 upward.

また、野縁取付部23の野縁取付部本体30の略中央部分に、螺子孔42を設けるとともに、補強材取付部24の折り曲げ部29の中央部分に、第3の固定用貫通部43を備えている。この第3の固定用貫通部43の周辺の折り曲げ部29には、複数の第4の固定用貫通部44,44,44を備え、第3の固定用貫通部43の直径が螺子孔42の直径より大径とする構成である。   In addition, a screw hole 42 is provided in a substantially central portion of the field edge attachment portion main body 30 of the field edge attachment portion 23, and a third fixing through portion 43 is provided in the center portion of the bent portion 29 of the reinforcing material attachment portion 24. I have. The bent portion 29 around the third fixing through portion 43 includes a plurality of fourth fixing through portions 44, 44, 44, and the diameter of the third fixing through portion 43 is that of the screw hole 42. The diameter is larger than the diameter.

そして、ビス等の第4の固定手段45を第3の固定用貫通部43を介して螺子孔42に螺合して、補強材取付部24を野縁取付部23に回動自在に保持し、補強材取付部24を野縁取付部23に対して所望の向きに配置したところで、ビス等の第5の固定手段46を第4の固定用貫通部44,44,44を介して野縁取付部本体30に螺合して、補強材取付部24を野縁取付部23に回動不能に固定するものである。そして、図8〜図10に示すように、耐震補強材22を野縁部材2,3の長手方向(図中、X方向)やその直交方向(図中、Y方向)に限定されず、水平方向に対して360°いかなる方向に対して配置可能としている。   Then, a fourth fixing means 45 such as a screw is screwed into the screw hole 42 via the third fixing through portion 43, and the reinforcing material mounting portion 24 is rotatably held by the field edge mounting portion 23. When the reinforcing member mounting portion 24 is arranged in a desired direction with respect to the field edge mounting portion 23, the fifth fixing means 46 such as a screw is inserted into the field edge via the fourth fixing through portions 44, 44, 44. The reinforcing member mounting portion 24 is fixed to the field mounting portion 23 so as not to rotate by screwing into the mounting portion main body 30. And as shown in FIGS. 8-10, the seismic reinforcement 22 is not limited to the longitudinal direction (X direction in a figure) of the field edge members 2 and 3, or its orthogonal direction (Y direction in a figure), but is horizontal. It can be arranged in any direction of 360 ° with respect to the direction.

このように、補強材取付部24の折り曲げ部29と野縁取付部23の野縁取付部本体30は、ビス等の第4の固定手段45、第5の固定手段46によって着脱自在に接続されている。   In this way, the bent portion 29 of the reinforcing material mounting portion 24 and the field edge mounting portion main body 30 of the field edge mounting portion 23 are detachably connected by the fourth fixing means 45 and the fifth fixing means 46 such as screws. ing.

耐震補強材22は、圧縮材と引張材との2材で1対となるブレース材として使用される断面略C形状の溝形鋼、I型鋼、H型鋼等の杆部材や、ワイヤー等の線材等からなり、取付具20の第1の連結用貫通部27にビスやボルト・ナット等の第1の固定手段28によって固定されるものである。   The seismic reinforcement 22 is made up of two members, a compression material and a tensile material, which are used as a pair of brace materials, such as corrugated steel with a substantially C-shaped cross section, I-shaped steel, H-shaped steel, and wires such as wires. And is fixed to the first connecting through portion 27 of the fixture 20 by first fixing means 28 such as screws, bolts and nuts.

また本実施例では、野縁取付部23と補強材取付部24を分割自在とすることで、作業性を向上するとともに、既存の野縁取付部23に補強材取付部24を取り付けるだけで容易に取付具20を構成することができ、製造コストを削減することができる。   Also, in this embodiment, the field edge mounting portion 23 and the reinforcing material mounting portion 24 can be freely divided, thereby improving workability and easily attaching the reinforcing material mounting portion 24 to the existing field edge mounting portion 23. Thus, the fixture 20 can be configured, and the manufacturing cost can be reduced.

さらに、本実施例の取付具20は、複数の幅M1,M2の第1の立ち上げ部32,第2の立ち上げ部35に形成された第1の係止部33,第2の係止部34を備えたことで、様々な幅寸法L1,L2を有する野縁側溝部5,6を備えた野縁部材2,3に対応可能としている。   Furthermore, the fixture 20 of the present embodiment includes a first locking portion 33 and a second locking portion formed on the first rising portion 32 and the second rising portion 35 having a plurality of widths M1 and M2. By providing the portion 34, it is possible to correspond to the field edge members 2 and 3 including the field edge side grooves 5 and 6 having various width dimensions L1 and L2.

以上のように、本実施例では請求項1に対応して、天井パネル4を保持する天井下地材としての野縁部材2,3の下部に取り付けられた間仕切り壁12の耐震構造であって、野縁部材2,3の間仕切り壁12が取り付けられた箇所の上部に配設された取付具20と、前記取付具20と天井側の所定部として天井スラブ7の取付金物21とを連結する連結手段としての耐震補強材22とを備えている。   As described above, in this embodiment, corresponding to claim 1, the seismic structure of the partition wall 12 attached to the lower part of the field edge members 2, 3 as the ceiling base material for holding the ceiling panel 4, A connection 20 that connects the mounting fixture 20 disposed at the upper part of the portion where the partition wall 12 is attached to the field edge members 2 and 3, and the mounting fixture 21 and the mounting hardware 21 of the ceiling slab 7 as a predetermined portion on the ceiling side. And a seismic reinforcement 22 as a means.

この場合、間仕切り壁12が天井下地材の野縁部材2,3を介して天井1側の天井スラブ7に耐震補強材22によって連結されることで、地震等による天井下地材の揺れを防いで、天井下地材の野縁部材2,3の下部に取り付けられた間仕切り壁12の揺れを防ぎ、間仕切り壁12の脱落や破損を防ぐことができる。また、従来の間仕切り壁12の構造を活かした耐震構造となっており、施工性にも優れている。   In this case, the partition wall 12 is connected to the ceiling slab 7 on the ceiling 1 side by means of the seismic reinforcing material 22 via the edge members 2 and 3 of the ceiling base material, thereby preventing the shaking of the ceiling base material due to an earthquake or the like. The partition wall 12 attached to the lower part of the edge members 2 and 3 of the ceiling base material can be prevented from shaking, and the partition wall 12 can be prevented from falling off or being damaged. Moreover, it has an earthquake-resistant structure utilizing the structure of the conventional partition wall 12 and is excellent in workability.

また、本実施例は請求項2に対応して、取付具20は、野縁部材2,3に取り付け自在な天井側取付部としての野縁取付部23と、野縁取付部23に回動自在に支持され、耐震補強材22に取り付け自在な連結側取付部としての補強材取付部24とを備えている。   Further, this embodiment corresponds to claim 2, and the fixture 20 is rotated to the field edge attachment part 23 as a ceiling side attachment part that can be attached to the field edge members 2 and 3, and to the field edge attachment part 23. A reinforcing material attaching portion 24 as a connecting side attaching portion that is freely supported and can be attached to the seismic reinforcing material 22 is provided.

この場合、耐震補強材22を任意の向きに設置することができるとともに、施工後も耐震補強材22の向きを変更することが容易となり、耐震補強材22を耐震効果が得られる所望の位置に配置することができるとともに、耐震補強材22を、上部構造7や天井1内の配管、配線、機器等の設備を避けた位置に設置することで、施工性が向上する。   In this case, the seismic reinforcement 22 can be installed in any orientation, and it is easy to change the orientation of the seismic reinforcement 22 after construction, so that the seismic reinforcement 22 can be placed in a desired position where the seismic effect can be obtained. While being able to arrange | position, workability | operativity improves by installing the seismic reinforcement 22 in the position which avoided the installation of piping, wiring, equipment, etc. in the superstructure 7 or the ceiling 1.

また、本実施例は請求項4に対応して、天井下地材は、長手方向に沿って溝部として野縁側溝部5,6が形成された野縁部材2,3を備え、間仕切り壁12は、野縁部材2,3の下部に取り付けられるものとし、取付具20は、野縁側溝部5,6に係止自在な係止部として第1の係止部33と第2の係止部34を備えている。   Further, this embodiment corresponds to claim 4, and the ceiling base material includes field edge members 2, 3 in which field edge side grooves 5, 6 are formed as grooves along the longitudinal direction, and the partition wall 12 is It is assumed that the fixture 20 is attached to the lower part of the field edge members 2 and 3, and the fixture 20 includes a first locking part 33 and a second locking part 34 as locking parts that can be locked to the field edge side grooves 5 and 6. I have.

この場合、取付具20を野縁部材2,3に取付ける際に、第1の係止部33又は第2の係止部34を野縁側溝部5,6に押し込むと、第1の係止部33又は第2の係止部34の外面が縁部2A,3Aの外面と接触したまま、第1の係止部33又は第2の係止部34は第1の立ち上げ部32又は第2の立ち上げ部35ごと野縁部材2,3の短手方向(図中、Y方向)を内向きに弾性変形する。さらに、第1の係止部33又は第2の係止部34を野縁側溝部5,6に押し込み、第1の係止部33又は第2の係止部34の外面と縁部2A,3Aの外面との接触が解除されると、弾性変形していた第1の係止部33又は第2の係止部34と第1の立ち上げ部32又は第2の立ち上げ部35が復元して、第1の係止部33又は第2の係止部34の内面が縁部2A,3Aの内面に確実に係止される。このように、取付具20を野縁部材2,3に係止することにより、取付具20を介して、耐震補強材22を野縁部材2,3にワンタッチで容易に取り付けることができ、作業性をさらに向上させることができる。   In this case, when attaching the fixture 20 to the field edge members 2 and 3, if the first locking part 33 or the second locking part 34 is pushed into the field edge side grooves 5 and 6, the first locking part While the outer surface of 33 or the second locking portion 34 is in contact with the outer surfaces of the edges 2A and 3A, the first locking portion 33 or the second locking portion 34 is the first rising portion 32 or the second Each of the rising portions 35 is elastically deformed inward in the short direction (Y direction in the figure) of the field edge members 2 and 3. Further, the first locking portion 33 or the second locking portion 34 is pushed into the field side groove portions 5 and 6, and the outer surface of the first locking portion 33 or the second locking portion 34 and the edge portions 2A and 3A. When the contact with the outer surface is released, the first locking portion 33 or the second locking portion 34 and the first rising portion 32 or the second rising portion 35 that have been elastically deformed are restored. Thus, the inner surface of the first locking portion 33 or the second locking portion 34 is securely locked to the inner surfaces of the edge portions 2A and 3A. Thus, by locking the fixture 20 to the field members 2 and 3, the seismic reinforcement 22 can be easily attached to the field members 2 and 3 through the fixture 20 with one touch. The property can be further improved.

また、実施例上の効果として、平行に配設された複数の野縁部材2,3の下面に天井パネル4を取り付けた天井1を天井スラブ7より吊り下げ支持した吊り天井構造において、天井スラブ7に固定された耐震補強材22を野縁部材2,3に取り付ける取付具20を備えている。   Further, as an effect of the embodiment, in the suspended ceiling structure in which the ceiling 1 in which the ceiling panel 4 is attached to the lower surfaces of the plurality of field members 2 and 3 arranged in parallel is suspended and supported from the ceiling slab 7, the ceiling slab 7 is provided with a fixture 20 for attaching the seismic reinforcement 22 fixed to 7 to the field members 2 and 3.

この場合、既に天井パネル4に固定された野縁部材2,3に取付具20を介して耐震補強材22を取り付けることで、ビス留め等の作業を必要としないため、取付作業を容易にし、施工に際しての作業性に優れた吊り天井構造を提供することができる。   In this case, by attaching the seismic reinforcing material 22 to the field members 2 and 3 already fixed to the ceiling panel 4 via the fixture 20, no work such as screwing is required, so the installation work is facilitated. It is possible to provide a suspended ceiling structure that is excellent in workability during construction.

さらに、取付具20に、野縁側溝部5,6の幅寸法L1,L2の異なる複数種類の野縁部材2,3に対応して、第1の係止部33と第2の係止部34を複数備えたことにより、野縁側溝部5,6の幅寸法L1,L2の異なる複数種類の野縁部材2,3に対応して、耐震補強材22を取り付けることが可能となり、作業性を向上させるとともに、一つの取付具20で複数種類の野縁部材2,3に対応することが可能なため、製造コストの低減を図ることできる。   Furthermore, the first locking portion 33 and the second locking portion 34 correspond to a plurality of types of field edge members 2 and 3 having different width dimensions L1 and L2 of the field edge side grooves 5 and 6 on the fixture 20. By providing a plurality of seismic reinforcement members 22 corresponding to a plurality of types of field edge members 2 and 3 having different width dimensions L1 and L2 of the field edge side grooves 5 and 6, it is possible to improve workability. In addition, since it is possible to deal with a plurality of types of field members 2 and 3 with a single fixture 20, the manufacturing cost can be reduced.

また、野縁取付部23の第1の係止部33及び第2の係止部34を、野縁部材2,3の縁部2A,3Aの内面に野縁部材2,3の長手方向(図中、X方向)に沿って略線接触した状態で係合させることで、第1の係止部33及び第2の係止部34と縁部2A,3Aの内面との接触面積を増大させて、第1の係止部33及び第2の係止部34と縁部2A,3Aとの接触部分にガタが生じる恐れを防止して、野縁取付部23と野縁部材2,3との係合状態を安定化させることができる。   Further, the first engaging portion 33 and the second engaging portion 34 of the field edge attaching portion 23 are arranged on the inner surfaces of the edge portions 2A and 3A of the field edge members 2 and 3 in the longitudinal direction ( The contact area between the first locking portion 33 and the second locking portion 34 and the inner surfaces of the edge portions 2A and 3A is increased by engaging in a substantially line contact state along the X direction in the figure. Thus, it is possible to prevent the occurrence of rattling at the contact portions between the first and second engaging portions 33 and 34 and the edge portions 2A and 3A, and the field edge mounting portion 23 and the field edge members 2 and 3 are prevented. The engagement state can be stabilized.

さらに、天井パネル4に近い位置で天井パネル4と近い揺れ方をする野縁部材2,3に耐震補強材22を取り付けることにより、耐震補強材22を天井パネル4に近い位置に取り付けて、耐震補強材22と天井パネル4の距離を短くして、天井パネル4の揺れを耐震補強材22に効率良く伝達して天井スラブ7へ逃がす構造とし、天井パネル4を揺れに強い構造にし、間仕切り壁12の耐震性を向上させる。   Furthermore, the seismic reinforcement member 22 is attached to the position close to the ceiling panel 4 by attaching the seismic reinforcement member 22 to the edge members 2 and 3 that swing near the ceiling panel 4 near the ceiling panel 4. The distance between the reinforcing material 22 and the ceiling panel 4 is shortened so that the vibration of the ceiling panel 4 is efficiently transmitted to the seismic reinforcing material 22 and escaped to the ceiling slab 7. Improve the earthquake resistance of 12.

また、取付具20の耐震補強材22との連結部分である補強材取付部24を、略V字型に形成したことにより、地震等による天井パネル4の揺れによって生じる水平方向の力に対して、補強材取付部24が略V字型部分の弾性変形によって抵抗することで、水平方向の力に対して高い強度を得ることができ、間仕切り壁12の耐震性が向上する。   Further, since the reinforcing member mounting portion 24 that is a connecting portion of the mounting tool 20 to the seismic reinforcing member 22 is formed in a substantially V shape, the horizontal force generated by the shaking of the ceiling panel 4 due to an earthquake or the like is prevented. Since the reinforcing member mounting portion 24 resists by the elastic deformation of the substantially V-shaped portion, high strength against horizontal force can be obtained, and the earthquake resistance of the partition wall 12 is improved.

さらに、上側ランナー13及び下側ランナー14が軟質ゴム製の座金部材(不図示)を介して野縁部材2,3の下面及び床面19に取り付けられることで、野縁部材2,3及び床面19からの振動が座金部材によって吸収されて上側ランナー13及び下側ランナー14へ伝わりにくくなり、間仕切り壁12の耐震性が向上する。   Furthermore, the upper runner 13 and the lower runner 14 are attached to the lower surface of the field edge members 2 and 3 and the floor surface 19 via a washer member (not shown) made of soft rubber, so that the field edge members 2 and 3 and the floor The vibration from the surface 19 is absorbed by the washer member and is not easily transmitted to the upper runner 13 and the lower runner 14, and the seismic resistance of the partition wall 12 is improved.

図11〜図16は実施例2を示しており、前記実施例1と同一部分には同一符号を付し、その詳細な説明を省略する。本実施例では、取付具20において、補強材取付部24を廃して、野縁取付部23の野縁取付部本体30に対して、天井1側と間仕切り壁12とを連結する連結手段49を取り付け自在とする連結側取付部として第1の雌螺子部50を備えている。ここで、第1の雌螺子部50として、野縁取付部本体30の中央部分に形成された貫通部51を備え、後述する連結手段49のボルト59に螺合可能なナット50を有している。ここで、第1の雌螺子部としてのナット50は野縁取付部本体30に固定されたものでも、野縁取付部本体30と別体としても構わないものとする。また、第1の雌螺子部50の別の実施形態としては、貫通部51にボルト59が螺合可能な螺子溝を螺刻したものとしても構わないものとする。   FIGS. 11-16 has shown Example 2, the same code | symbol is attached | subjected to the same part as the said Example 1, and the detailed description is abbreviate | omitted. In the present embodiment, in the fixture 20, the reinforcing member mounting portion 24 is eliminated, and the connecting means 49 for connecting the ceiling 1 side and the partition wall 12 to the field edge mounting portion main body 30 of the field edge mounting portion 23 is provided. A first female screw portion 50 is provided as a connecting side attachment portion that can be attached freely. Here, as the first female screw portion 50, a through portion 51 formed in the central portion of the field edge attachment main body 30 is provided, and a nut 50 that can be screwed into a bolt 59 of the connecting means 49 described later is provided. Yes. Here, the nut 50 as the first female screw portion may be fixed to the field edge mounting portion main body 30 or may be separated from the field edge mounting portion main body 30. Further, as another embodiment of the first female screw portion 50, a screw groove into which the bolt 59 can be screwed into the through portion 51 may be screwed.

そして、天井スラブ7には、天井スラブ7にインサート成形等により設置され、下方に向け第2の雌螺子部52を備えた天井側取付体53を備えており、この天井側取付体53の第2の雌螺子部52に螺合可能な第1の雄螺子部54を備えた第1の雄螺子部材55と、円盤状の金属製の板材からなり中央部分に第1の雄螺子部材55の第1の雄螺子部54を挿通可能な貫通部56を備え、この貫通部56の周囲に複数の取付孔57を備えた取付板58とを備えている。   The ceiling slab 7 includes a ceiling-side attachment body 53 that is installed on the ceiling slab 7 by insert molding or the like and includes a second female screw portion 52 facing downward. A first male screw member 55 having a first male screw portion 54 that can be screwed into the two female screw portions 52, and a first male screw member 55 formed of a disk-shaped metal plate material at the center portion. A through portion 56 through which the first male screw portion 54 can be inserted is provided, and an attachment plate 58 having a plurality of attachment holes 57 around the through portion 56 is provided.

連結手段49は、野縁取付部本体30の貫通部51に挿通可能な第2の雄螺子部としてのボルト59と、ボルト59の頭部に装着されたワイヤー部材60を有している。さらに、ボルト59・ナット50はそれぞれ、貫通部51に対して軟質ゴム製の座金部材(不図示)を介して取り付けられることが好ましい。   The connecting means 49 has a bolt 59 as a second male screw part that can be inserted into the through part 51 of the field edge attachment main body 30 and a wire member 60 attached to the head of the bolt 59. Further, it is preferable that the bolt 59 and the nut 50 are respectively attached to the penetrating portion 51 via a washer member (not shown) made of a soft rubber.

以上の間仕切り壁12の耐震構造の施工方法としては、まず、天井スラブ7では、第1の雄螺子部材55を介して取付板58を天井側取付体53に取り付ける。   As a construction method of the seismic structure of the partition wall 12, first, in the ceiling slab 7, the attachment plate 58 is attached to the ceiling-side attachment body 53 via the first male screw member 55.

続いて、取付具20の野縁取付部23の第1の係止部33又は第2の係止部34を、野縁部材2,3の縁部2A,3Aに係合させて、取付具20を野縁部材2,3の野縁側溝部5,6に沿ってスライド可能に保持する。   Subsequently, the first locking part 33 or the second locking part 34 of the field edge mounting part 23 of the mounting tool 20 is engaged with the edge parts 2A and 3A of the field edge members 2 and 3, and the mounting tool 20 is slidably held along the field edge side grooves 5 and 6 of the field edge members 2 and 3.

そして、連結手段49のボルト59を野縁取付部本体30の第1の雌螺子部50に螺合するとともに、連結手段49のワイヤー部材60を固定金具61を介して取付板58の取付孔57にくくりつけて固定して、連結手段49による取付具20と天井スラブ7との連結が完了する。   Then, the bolt 59 of the connecting means 49 is screwed into the first female screw portion 50 of the field edge attaching portion main body 30, and the wire member 60 of the connecting means 49 is attached to the attaching hole 57 of the attaching plate 58 via the fixing bracket 61. The connecting means 49 is connected to the ceiling slab 7 by the connecting means 49.

以上のように本実施例では請求項1に対応して、天井パネル4を保持する天井下地材の野縁部材2,3の下部に取り付けられた間仕切り壁12の耐震構造であって、野縁部材2,3の間仕切り壁12の取付箇所の上部に配設された取付具20と、前記取付具20と天井側の所定部として天井スラブ7の取付金物21とを連結する連結手段49とを備えている。   As described above, this embodiment corresponds to claim 1 and is an earthquake resistant structure of the partition wall 12 attached to the lower part of the field edge members 2 and 3 of the ceiling base material for holding the ceiling panel 4. A fixture 20 disposed on the upper part of the partition wall 12 on the partition wall 12; and a connecting means 49 for connecting the fixture 20 and a fixture 21 of the ceiling slab 7 as a predetermined portion on the ceiling side. I have.

この場合、地震等による天井下地材の揺れによって、間仕切り壁12が揺れるのを防いで、間仕切り壁12の脱落や破損を防ぐことができる。また、従来の間仕切り壁12の構造を活かした耐震構造となっており、施工性にも優れている。   In this case, it is possible to prevent the partition wall 12 from shaking due to the shaking of the ceiling base material due to an earthquake or the like, and to prevent the partition wall 12 from falling off or being damaged. Moreover, it has an earthquake-resistant structure utilizing the structure of the conventional partition wall 12 and is excellent in workability.

また本実施例は請求項3に対応して、連結手段49にワイヤー部材60を備えたことにより、連結手段49に柔軟性が備わり、連結手段49と、天井1側の所定部である上部構造としての天井スラブ7、吊りボルト8、吊り下げ手段9、野縁部材2,3、野縁受部材10、又は天井内の配管、配線、機器等の設備などへの取り付けも容易となるとともに、連結手段49の柔軟性を活かして、上述の天井1側の所定部にワイヤー部材60をくくりつけて連結手段49を係止する取付方法も可能となり、施工性をさらに向上させることができる。   Further, in this embodiment, corresponding to claim 3, the connecting means 49 is provided with the wire member 60, so that the connecting means 49 is flexible, and the connecting means 49 and the upper structure which is a predetermined portion on the ceiling 1 side. It can be easily attached to the ceiling slab 7, the suspension bolt 8, the suspension means 9, the field edge members 2 and 3, the field edge receiving member 10, or the equipment such as piping, wiring, and equipment in the ceiling, Taking advantage of the flexibility of the connecting means 49, an attachment method in which the wire member 60 is attached to the predetermined portion on the ceiling 1 side and the connecting means 49 is locked is possible, and the workability can be further improved.

次に図17は、本発明の第3実施例を示すものである。同図において、図1〜図16と同一部分には同一符号を付し、その共通する部分の詳細な説明は省略する。本実施例の間仕切り壁12の耐震構造では、天井側取付体53の第2の雌螺子部52に、連結手段49のワイヤー部材60の先端に備えた第2の雄螺子部材62を直接螺合する構造とし、間仕切り壁12の耐震構造の部品点数の低減を図ることができる。   Next, FIG. 17 shows a third embodiment of the present invention. In this figure, the same parts as those in FIGS. 1 to 16 are denoted by the same reference numerals, and detailed description of the common parts is omitted. In the seismic structure of the partition wall 12 of the present embodiment, the second male screw member 62 provided at the tip of the wire member 60 of the connecting means 49 is directly screwed into the second female screw portion 52 of the ceiling side attachment body 53. The number of parts of the seismic structure of the partition wall 12 can be reduced.

本発明は上記各実施例に限定されるものではなく、本発明の要旨の範囲内において種々の変形実施が可能である。例えば、間仕切り壁12の構造について、上記実施例の間仕切り壁12の構造に限定されるものではなく、適宜変更可能である。また、間仕切り壁12の上側ランナー13は、野縁部材2,3の長手方向(図中、X方向)と直交させて野縁部材2,3に取り付けられるものに限らず、野縁部材2,3の長手方向(図中、X方向)と平行に野縁部材2,3に取り付けられるものでもよく、上側ランナー13の野縁部材2,3に対する向きは適宜変更可能である。   The present invention is not limited to the above embodiments, and various modifications can be made within the scope of the gist of the present invention. For example, the structure of the partition wall 12 is not limited to the structure of the partition wall 12 in the above embodiment, and can be changed as appropriate. Further, the upper runner 13 of the partition wall 12 is not limited to the one attached to the field edge members 2 and 3 so as to be orthogonal to the longitudinal direction (X direction in the drawing) of the field edge members 2 and 3. 3 may be attached to the field members 2 and 3 in parallel with the longitudinal direction (X direction in the figure), and the direction of the upper runner 13 relative to the field members 2 and 3 can be changed as appropriate.

1 天井
2 野縁部材(天井下地材)
3 野縁部材(天井下地材)
4 天井パネル
5 野縁側溝部(溝部)
6 野縁側溝部(溝部)
12 間仕切り壁
20 取付具
22 耐震補強材(連結手段)
23 野縁取付部(天井側取付部)
24 補強材取付部(連結側取付部)
33 第1の係止部
34 第2の係止部
49 連結手段
50 ナット(連結側取付部)
60 ワイヤー部材(連結手段)
1 Ceiling 2 Field edge member (ceiling base material)
3 Field edge member (ceiling base material)
4 Ceiling panel 5 Field edge side groove (groove)
6 Field edge side groove (groove)
12 partition wall
20 Mounting tool
22 Seismic reinforcement (connecting means)
23 Field edge mounting part (ceiling side mounting part)
24 Reinforcement mounting part (connection side mounting part)
33 First locking part
34 Second locking part
49 Connection means
50 Nut (connection side mounting part)
60 Wire member (connecting means)

Claims (4)

天井パネルを保持する天井下地材の下部に取り付けられた間仕切り壁の耐震構造であって、
前記天井下地材の前記間仕切り壁が取り付けられた箇所の上部に配設された取付具と、前記取付具と天井側の所定部とを連結する連結手段とを備えたことを特徴とする間仕切り壁の耐震構造。
It is an earthquake resistant structure of the partition wall attached to the lower part of the ceiling base material that holds the ceiling panel,
A partition wall comprising: a fixture disposed at an upper portion of the ceiling base material where the partition wall is attached; and a connecting means for coupling the fixture to a predetermined portion on the ceiling side. Earthquake-resistant structure.
前記取付具は、前記天井下地材に取り付け自在な天井側取付部と、
前記天井側取付部に回動自在に支持され、前記連結手段に取り付け自在な連結側取付部とを備えたことを特徴とする請求項1記載の間仕切り壁の耐震構造。
The fixture is a ceiling-side attachment portion that can be freely attached to the ceiling base material;
The seismic resistance structure of the partition wall according to claim 1, further comprising a connection side attachment portion rotatably supported by the ceiling side attachment portion and attachable to the connection means.
前記連結手段にワイヤーを備えたことを特徴とする請求項1又は2に記載の間仕切り壁の耐震構造。 The seismic structure of the partition wall according to claim 1 or 2, wherein the connecting means includes a wire. 前記天井下地材は、長手方向に沿って溝部が形成された野縁部材を備え、
前記間仕切り壁は、前記野縁部材の下部に取り付けられるものとし、
前記取付具は、前記溝部に係止自在な係止部を備えたことを特徴とする請求項1〜3のいずれか1項に記載の間仕切り壁の耐震構造。
The ceiling base material includes a field member having a groove formed along the longitudinal direction,
The partition wall is attached to the lower part of the field member,
The earthquake-resistant structure of the partition wall according to any one of claims 1 to 3, wherein the fixture includes a locking portion that can be locked in the groove portion.
JP2012044061A 2012-02-29 2012-02-29 Earthquake-resistant structure for partition wall Pending JP2013181285A (en)

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