JP2014218854A - Aseismatic ceiling - Google Patents

Aseismatic ceiling Download PDF

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JP2014218854A
JP2014218854A JP2013099775A JP2013099775A JP2014218854A JP 2014218854 A JP2014218854 A JP 2014218854A JP 2013099775 A JP2013099775 A JP 2013099775A JP 2013099775 A JP2013099775 A JP 2013099775A JP 2014218854 A JP2014218854 A JP 2014218854A
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ceiling
wall
earthquake
field edge
filler
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佐々木 康人
Yasuhito Sasaki
康人 佐々木
幸博 佐藤
Yukihiro Sato
幸博 佐藤
克彦 笹井
Katsuhiko Sasai
克彦 笹井
修 永易
Osamu Nagai
修 永易
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Fujita Corp
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Fujita Corp
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Abstract

PROBLEM TO BE SOLVED: To provide an aseismatic ceiling 1 capable of preventing drop of a ceiling material caused by impact of collision between the ceiling and a wall in an earthquake.SOLUTION: An aseismatic ceiling includes a ceiling backing material 10 suspended from a ceiling slab, and a ceiling material 16 attached to a lower surface of the ceiling backing material 10, and a filler 4 is filled between a receiving member attached around an outer periphery of the ceiling backing material 10 and a wall surface opposite thereto. The filler 4 regulates shaking of the ceiling and prevents collision of an outer peripheral end of the ceiling with the wall in an earthquake by being filled between the receiving member on the ceiling backing material 10 side and the wall surface in a corresponding position. The receiving member is constituted by a ceiling joist receiver 13 of the ceiling backing material 10 or a ceiling joist 15.

Description

本発明は、建物の天井において、耐震性を高めて地震による落下を防止した耐震天井に関する。   TECHNICAL FIELD The present invention relates to a seismic ceiling that enhances seismic resistance and prevents a fall due to an earthquake in a ceiling of a building.

鉄筋コンクリート造などの建物における吊り天井としては、従来から、躯体の天井スラブの下に吊りボルトを垂設し、この吊りボルトの下端部に取り付けたハンガーと呼ばれる金具で複数の棒状の野縁受けを水平かつ互いに平行に吊支し、この野縁受けにクリップを介して直交する複数の棒状の野縁を水平かつ互いに平行に取り付けることによって、これらの部材からなる天井下地材を構築し、前記野縁の下面に天井材を取り付け、この天井材の外周側の隙間を下から目隠しする見切縁を壁面に取り付けて構成したものが一般的に知られている。   Traditionally, suspended ceilings in buildings such as reinforced concrete have a hanging bolt suspended under the ceiling slab of the frame, and a plurality of rod-shaped field edge receivers are attached to a bracket called a hanger attached to the lower end of this hanging bolt. A plurality of rod-shaped field edges that are suspended horizontally and parallel to each other and are attached to the field edge receiver via a clip are installed horizontally and parallel to each other, thereby constructing a ceiling base material composed of these members. It is generally known that a ceiling material is attached to the lower surface of the edge, and a parting edge that covers the gap on the outer peripheral side of the ceiling material from below is attached to the wall surface.

そして、このような吊り天井の耐震性を高めるために、吊りボルトの上部とこれに隣接する吊りボルトの下部又は野縁受けとの間に斜材としてのブレースを設置することによって、天井を揺れにくくすると共に、天井材とその周囲の壁との間に十分なクリアランスを設けることで、地震時に天井材が壁と衝突して落下することがないようにしている。   In order to increase the earthquake resistance of such a suspended ceiling, the ceiling is shaken by installing a brace as an oblique material between the upper part of the suspension bolt and the lower part of the suspension bolt adjacent to the suspension bolt or the field edge receiver. In addition, the ceiling material is provided with a sufficient clearance between the ceiling material and the surrounding wall so that the ceiling material does not collide with the wall and fall during an earthquake.

しかしながら、揺れ止めのためのブレースを設置すると共に、天井の外周端部と壁との間にクリアランスを設ける構造では、天井裏の設備機器の配置などによっては、計算上必要なブレースを設けることができない場合があり、あるいはクリーンルームなど部屋の使用条件などによっては、天井の外周端部と壁との間に十分なクリアランスを設けることができない場合がある。そしてブレースや十分なクリアランスを設けることができない場合は、地震のときに天井の揺れによってその外周端が壁と繰り返し衝突し、その衝撃によって天井材が野縁から脱落して落下するおそれがある。   However, in the structure in which a brace is installed to prevent shaking and a clearance is provided between the outer peripheral edge of the ceiling and the wall, a brace necessary for calculation may be provided depending on the arrangement of equipment on the back of the ceiling. Depending on the conditions of use of the room such as a clean room, it may not be possible to provide sufficient clearance between the outer peripheral edge of the ceiling and the wall. If braces and sufficient clearance cannot be provided, the outer periphery of the ceiling may repeatedly collide with the wall due to shaking of the ceiling during an earthquake, and the ceiling material may fall off the field edge due to the impact and fall.

また、天井と壁の間にクリアランスを設けなければ、すなわち天井と壁を常時接触させた構造とすれば天井と壁の衝突は起こらないはずである。しかし、天井と壁の間にある程度のクリアランスが生じてしまうことは、施工上不可避であり、常時接触した構造とすることは現実には困難である。   Further, if there is no clearance between the ceiling and the wall, that is, if the structure is such that the ceiling and the wall are always in contact, the collision between the ceiling and the wall should not occur. However, a certain degree of clearance between the ceiling and the wall is unavoidable in construction, and it is actually difficult to make a structure that always contacts.

そこで、天井材が揺れてその外周端が壁面と衝突するのを防止するために、野縁受け又は野縁の外周部と壁との間に、高減衰材からなる変位吸収部材を介在させる技術も提案されている(例えば特許文献1参照)。   Therefore, in order to prevent the ceiling material from shaking and its outer peripheral edge colliding with the wall surface, a technique for interposing a displacement absorbing member made of a high damping material between the field edge receiver or the outer edge of the field edge and the wall. Has also been proposed (see, for example, Patent Document 1).

しかしながら、特許文献1に開示された技術によれば、変位吸収部材は、野縁受け又は野縁の外周部に取り付けられる天井側取付部材と、壁面に取り付けられる壁面側取付部材の双方に接着された構造となっているため、構造が複雑で、取付作業も煩雑である。   However, according to the technique disclosed in Patent Literature 1, the displacement absorbing member is bonded to both the ceiling-side mounting member that is attached to the outer edge of the field receiver or the field edge, and the wall-side mounting member that is attached to the wall surface. Therefore, the structure is complicated and the installation work is complicated.

特開2007−291761号公報JP 2007-291762 A

本発明は、以上のような点に鑑みてなされたものであって、その技術的課題は、地震時における天井と壁の衝突の衝撃による天井材の落下を防止した耐震天井を提供することにある。   The present invention has been made in view of the above points, and its technical problem is to provide an earthquake-resistant ceiling that prevents the ceiling material from falling due to the impact of a ceiling-wall collision during an earthquake. is there.

上述した技術的課題を有効に解決するための手段として、請求項1の発明に係る耐震天井は、天井スラブに吊支される天井下地材と、この天井下地材の下面に取り付けられる天井材とを有し、前記天井下地材の外周に沿って取り付けられた受け材と、これに対向する壁面との間に充填材を充填したことを特徴とするものである。   As means for effectively solving the technical problem described above, the earthquake-resistant ceiling according to the invention of claim 1 includes a ceiling base material suspended from a ceiling slab, and a ceiling material attached to the lower surface of the ceiling base material. And a filling material is filled between a receiving material attached along the outer periphery of the ceiling base material and a wall surface facing the receiving material.

この構成によれば、地震による水平変位力は、建物の躯体壁から充填材を介して天井(耐震天井)へ伝達されるため、天井は躯体壁と一体に変位することになる。したがって天井の外周端が壁面と衝突するのを防止することができる。   According to this configuration, since the horizontal displacement force due to the earthquake is transmitted from the building wall of the building to the ceiling (earthquake-resistant ceiling) via the filler, the ceiling is displaced integrally with the building wall. Therefore, it is possible to prevent the outer peripheral end of the ceiling from colliding with the wall surface.

請求項2の発明に係る耐震天井は、請求項1に記載された構成において、受け材が、天井下地材における野縁受け又は野縁からなることを特徴とするものである。   The seismic ceiling according to the invention of claim 2 is characterized in that, in the configuration described in claim 1, the receiving material is a field edge receiver or a field edge in the ceiling base material.

請求項3の発明に係る耐震天井は、請求項1又は2に記載された構成において、充填材は水平方向への伸縮変形又は塑性変形が可能であることを特徴とするものである。   The seismic ceiling according to the invention of claim 3 is characterized in that, in the configuration described in claim 1 or 2, the filler can be expanded or contracted in the horizontal direction or plastically deformed.

請求項4の発明に係る耐震天井は、請求項1〜3のいずれかに記載された構成において、壁面に、充填材と当接された壁側受け材を取り付けたことを特徴とするものである。   The seismic ceiling according to the invention of claim 4 is characterized in that, in the structure described in any one of claims 1 to 3, a wall-side receiving material in contact with the filler is attached to the wall surface. is there.

本発明に係る耐震天井によれば、天井下地材の外周に沿って取り付けられた受け材と、これに対向する壁面との間に充填した充填材が、地震のときに天井の揺れを規制するため、地震によって天井の外周端が壁と衝突したときの衝撃によって天井材が天井下地材から脱落して落下するのを、有効に防止することができる。   According to the earthquake-resistant ceiling according to the present invention, the filling material filled between the receiving material attached along the outer periphery of the ceiling base material and the wall surface facing the receiving material regulates the shaking of the ceiling in the event of an earthquake. Therefore, it is possible to effectively prevent the ceiling material from falling off the ceiling base material due to an impact when the outer peripheral edge of the ceiling collides with the wall due to an earthquake.

また、受け材として、天井下地材における野縁受け又は野縁を利用することによって、コストの増大を防止することができる。   Further, by using a field edge receiver or a field edge in the ceiling base material as the receiving material, an increase in cost can be prevented.

また、水平方向へ伸縮変形又は塑性変形可能な充填材を用いることによって、天井下地材の外周部と壁面との間のクリアランスの公差があっても、容易に充填することができ、施工が容易である。   In addition, by using a filler that can be stretched or plastically deformed in the horizontal direction, even if there is a clearance tolerance between the outer periphery of the ceiling base material and the wall surface, it can be filled easily and construction is easy. It is.

また、天井下地材の外周部と壁面との間のクリアランスの大きさや充填材の材質に応じて壁側受け材を用いることによって、充填材の充填量を調整し、あるいは接着による充填材の保持を容易にすることができる。   Also, by using the wall-side receiving material according to the clearance between the outer periphery of the ceiling base material and the wall surface and the material of the filler, the filling amount of the filler can be adjusted, or the filler can be retained by bonding Can be made easier.

本発明に係る耐震天井の好ましい第一の実施の形態を、天井裏空間側から見た斜視図である。It is the perspective view which looked at preferable 1st embodiment of the earthquake-resistant ceiling which concerns on this invention from the ceiling back space side. 本発明に係る耐震天井の好ましい第一の実施の形態を示す断面図で、(A)は図1におけるA部のY方向断面図、(B)は図1におけるB部のX方向断面図である。It is sectional drawing which shows preferable 1st embodiment of the earthquake-resistant ceiling which concerns on this invention, (A) is the Y direction sectional view of the A section in FIG. 1, (B) is the X direction sectional view of the B section in FIG. is there. 本発明に係る耐震天井の好ましい第二の実施の形態を示す断面図で、(A)は図1におけるA部と同位置のY方向断面図、(B)は図1におけるB部と同位置のX方向断面図である。Sectional drawing which shows preferable 2nd embodiment of the earthquake-resistant ceiling which concerns on this invention, (A) is Y direction sectional drawing of the same position as A part in FIG. 1, (B) is the same position as B part in FIG. FIG.

以下、本発明に係る耐震天井の好ましい実施の形態の形態を、図面を参照しながら説明する。まず図1〜図3は、第一の実施の形態を示すものである。   DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of an earthquake-resistant ceiling according to the present invention will be described with reference to the drawings. 1 to 3 show a first embodiment.

まず図1において、参照符号1は本発明に係る耐震天井、参照符号2は躯体壁で、鉄筋コンクリート壁、軽量鉄骨下地壁、又は軽量気泡コンクリート(ALC)壁からなるものである。   First, in FIG. 1, reference numeral 1 is a seismic ceiling according to the present invention, and reference numeral 2 is a frame wall, which is a reinforced concrete wall, a lightweight steel foundation wall, or a lightweight aerated concrete (ALC) wall.

耐震天井1は、躯体における不図示の天井スラブに垂設した多数の吊りボルト11の下端にハンガー12を介して溶融亜鉛めっき鋼板等からなる複数の棒状の野縁受け13を水平かつ互いに平行に吊支し、この野縁受け13の下に、クリップ14を介して溶融亜鉛めっき鋼板等からなる複数の棒状の野縁15を直交するように、水平かつ互いに平行に取り付けることによって、格子状の天井下地材10を構築し、野縁15の下面に耐火ボードからなる多数の天井材16を互いに縦横(XY方向)に並べて詰めた状態に取り付けたものである。   The earthquake-resistant ceiling 1 includes a plurality of rod-shaped field edge receivers 13 made of hot-dip galvanized steel plates and the like at the lower ends of a number of suspension bolts 11 suspended from a ceiling slab (not shown) in the frame horizontally and parallel to each other A plurality of rod-shaped field edges 15 made of hot-dip galvanized steel plates or the like are attached to the bottom of the field edge receiver 13 via the clips 14 so as to be orthogonal to each other in a grid-like manner. The ceiling base material 10 is constructed, and a large number of ceiling materials 16 made of fireproof boards are attached to the lower surface of the field edge 15 in a state where they are packed vertically and horizontally (XY directions).

不図示の天井スラブと格子状の天井下地材10の間には、一対の型鋼等からなる補強材を互いに略V字形をなすように組んだ複数のブレース17,17が配置されている。このうち、ブレース17は野縁受け13と平行な鉛直面に沿って延びており、すなわち野縁受け13の延長方向(X方向)への耐震天井1の揺れを抑制するものであり、ブレース17は野縁15と平行な鉛直面に沿って延びており、すなわち野縁15の延長方向(Y方向)への耐震天井1の揺れを抑制するものである。 Between the ceiling slab (not shown) and the lattice-like ceiling base material 10, a plurality of braces 17 X and 17 Y are arranged in which reinforcing members made of a pair of steel plates or the like are assembled in a substantially V shape. . Of these, the brace 17 X extends along a vertical plane parallel to the field receiver 13, that is, suppresses the shaking of the earthquake-resistant ceiling 1 in the extending direction (X direction) of the field receiver 13. 17 Y extends along a vertical plane parallel to the field edge 15, that is, suppresses shaking of the earthquake-resistant ceiling 1 in the extending direction (Y direction) of the field edge 15.

図2に示すように、躯体壁2の四方の壁面には、天井材16の下面の外周端の下側に配置されて天井材16と躯体壁2の壁面との間の隙間Gを塞ぐ見切縁3が取り付けられている。また、天井下地材10の外周端面(四方の端面)と、これに対応する位置における躯体壁2の壁面2x,2yとの間には充填材4が充填されている。   As shown in FIG. 2, the four side walls of the frame wall 2 are arranged below the outer peripheral edge of the lower surface of the ceiling material 16 to close the gap G between the ceiling material 16 and the wall surface of the frame wall 2. Edge 3 is attached. Further, a filler 4 is filled between the outer peripheral end face (four end faces) of the ceiling base material 10 and the wall surfaces 2x and 2y of the housing wall 2 at positions corresponding thereto.

詳しくは、天井下地材10を構成する複数の野縁受け13のうち、最も外側(躯体壁2のX方向壁面2x側)の野縁受け13と、最も外側(躯体壁2のY方向壁面2y側)の野縁15は、天井下地材10の外周に沿って配置されており、充填材4の受け材としての機能を併有するものである。詳しくは野縁受け13は、図2(A)に示すように、野縁15の端部に位置しており、野縁15は、図2(B)に示すように、野縁受け13の端部に位置しており、充填材4が、野縁受け13と前記X方向壁面2xの間、及び野縁15と前記Y方向壁面2yの間に充填されている。 Specifically, among the plurality of field receivers 13 constituting the ceiling base material 10, the outermost field receiver 13 O on the outermost side (X direction wall surface 2x side of the frame wall 2) and the outermost side (Y direction wall surface of the frame wall 2). The field edge 15 O on the 2y side is disposed along the outer periphery of the ceiling base material 10 and has a function as a receiving material for the filler 4. Specifically, the field edge receiver 13 O is located at the end of the field edge 15 as shown in FIG. 2A, and the field edge 15 O is connected to the field edge receiver as shown in FIG. The filler 4 is filled between the field receiver 13 O and the X-direction wall surface 2x, and between the field edge 15 O and the Y-direction wall surface 2y.

充填材4としては、建築用の合成樹脂製シーリング材やコーキング材,シーリング工事で用いる合成ゴム又は合成繊維からなるバックアップ材、中空(管状)又は中実のゴム弾性体からなるスペーサーなどが好適に使用可能であり、野縁受け13と躯体壁2のX方向壁面2xの双方、あるいは野縁15と躯体壁2のY方向壁面2yの双方に接着されている。 As the filler 4, a synthetic resin sealing material or caulking material for construction, a backup material made of synthetic rubber or synthetic fiber used in sealing work, a spacer made of a hollow (tubular) or solid rubber elastic body, and the like are suitable. It can be used, and is bonded to both the field edge receiver 13 O and the X direction wall surface 2 x of the frame wall 2, or both the field edge 15 O and the Y direction wall surface 2 y of the frame wall 2.

充填材4は、野縁受け13と躯体壁2のX方向壁面2x、あるいは野縁15とY方向壁面2yに、接着剤を用いて接着しても良いが、シーリング材やコーキング材などを充填材4として用いる場合は、それ自体が適度な接着性を有するため、接着剤の塗布を省略することができる。 The filler 4 may be bonded to the field edge receiver 13 O and the X-direction wall surface 2x of the housing wall 2 or the field edge 15 O and the Y-direction wall surface 2y using an adhesive, but a sealing material, a caulking material, etc. When is used as the filler 4, the adhesive itself can be appropriately applied, so that application of the adhesive can be omitted.

上記構成の耐震天井1によれば、地震による水平変位力が作用しても、図1に示すX方向への耐震天井1の揺れ(躯体壁2に対する相対変位)は、ブレース17による抑制作用と、天井下地材側受け材である最も外側の野縁15と躯体壁2のY方向壁面2yの間に介在する充填材4の圧縮力によって抑えられ、言い換えれば、地震によるX方向への水平変位力は、Y方向壁面2yから充填材4を介して天井下地材10へ伝達されるため、耐震天井1はX方向へ躯体壁2と一体に変位することになる。また、図1に示すY方向への耐震天井1の揺れ(躯体壁2に対する相対変位)は、ブレース17による抑制作用と、天井下地材側受け材である最も外側の野縁受け13と躯体壁2のX方向壁面2xの間に介在する充填材4の圧縮力によって抑えられ、言い換えれば、地震によるY方向への水平変位力は、X方向壁面2xから充填材4を介して天井下地材10へ伝達されるため、耐震天井1はY方向へ躯体壁2と一体に変位することになる。そしてこのため、地震によって天井の外周端がX方向壁面2xあるいはY方向壁面2yと衝突するのを確実に防止し、ひいては衝突による衝撃によって天井材16が野縁15から脱落して落下するのを防止し、安全性を高めることができる。 According to seismic ceiling 1 of the above configuration, even acts horizontal displacement force caused by the earthquake, (relative displacement with respect skeleton wall 2) vibration of seismic ceiling 1 in the X direction shown in FIG. 1, inhibition by braces 17 X And the compressive force of the filler 4 interposed between the outermost field edge 15 O which is the ceiling base material side receiving material and the Y-direction wall surface 2y of the frame wall 2, in other words, in the X direction due to the earthquake. Since the horizontal displacement force is transmitted from the Y-direction wall surface 2y to the ceiling base material 10 via the filler 4, the earthquake-resistant ceiling 1 is displaced integrally with the frame wall 2 in the X direction. Further, (relative displacement with respect skeleton wall 2) vibration of seismic ceiling 1 in the Y direction shown in FIG. 1, the suppression effect of the brace 17 Y, and 13 O outermost field edge receiving a ceiling base member side receiving member The horizontal displacement force in the Y direction caused by the earthquake is suppressed from the X direction wall surface 2x through the filler material 4 by the compressive force of the filler material 4 interposed between the X direction wall surfaces 2x of the frame wall 2. Since it is transmitted to the material 10, the earthquake-resistant ceiling 1 is displaced integrally with the frame wall 2 in the Y direction. For this reason, the outer peripheral edge of the ceiling is reliably prevented from colliding with the X-direction wall surface 2x or the Y-direction wall surface 2y due to the earthquake, and as a result, the ceiling material 16 is dropped from the field edge 15 due to the impact caused by the collision. To prevent and increase safety.

また、上記構成の耐震天井1の施工においては、まず公知の方法によって天井スラブに取り付けた多数の吊りボルト11及び所要数のブレース17,17の下端にハンガー12を介して複数の野縁受け13を水平かつ互いに平行に吊支し、この野縁受け13の下に、クリップ14を介して複数の野縁15を直交するように、水平かつ互いに平行に取り付けることによって、格子状の天井下地材10を構築する。そしてこの例では、最も外側の野縁受け13及び野縁15は、天井下地材10の外周に沿って組み込まれる。 In the construction of the earthquake-resistant ceiling 1 having the above-described structure, first, a plurality of suspension bolts 11 attached to the ceiling slab by a known method and the lower ends of the required number of braces 17 X and 17 Y are provided with a plurality of field edges via hangers 12. A grid-like ceiling is formed by hanging the receiver 13 horizontally and in parallel with each other, and attaching a plurality of field edges 15 in parallel to each other via the clips 14 below the field edge receiver 13. The base material 10 is constructed. In this example, the outermost field edge receiver 13 O and the field edge 15 O are incorporated along the outer periphery of the ceiling base material 10.

次に、最も外側の野縁受け13とこれに近接対向する躯体壁2のX方向壁面2xとの間、及び最も外側の野縁15とこれに近接対向する躯体壁2のY方向壁面2yとの間に充填材4を充填する。このとき、充填材4としてシーリング材やコーキング材、シーリング用バックアップ材から選択された不定形材料を用いた場合は、硬化前のこれらの材料は柔軟に塑性変形可能であるため、容易に充填することができる。また、中空又は中実のゴム弾性体の場合は、その幅が野縁受け13又は野縁15と躯体壁2との間の隙間より大きいものを用いることで、その柔軟な伸縮変形によって容易に充填することができると共に、適度な圧縮力による制振性を付与することができる。しかもこの充填材4は、天井側に取り付ける天井側取付部材と、躯体壁2に取り付ける壁面側取付部材との間に粘弾性体を加硫成形したものに比較して簡素であり、低コストで施工することができる。 Next, between the outermost field edge receiver 13 O and the X-direction wall surface 2x of the housing wall 2 that faces and opposes the outermost field edge receiver 13 O, and the outermost field edge 15 O and the Y-direction wall surface of the housing wall 2 that faces and opposes this. Filler 4 is filled between 2y. At this time, when an amorphous material selected from a sealing material, a caulking material, and a sealing backup material is used as the filler 4, these materials before curing can be flexibly plastically deformed, so that they are easily filled. be able to. Further, in the case of a hollow or solid rubber elastic body, by using a material whose width is larger than the gap between the field edge receiver 13 O or the field edge 15 O and the housing wall 2, the flexible elastic deformation While being able to fill easily, the damping property by moderate compression force can be provided. Moreover, the filler 4 is simpler and less expensive than a viscoelastic body vulcanized between a ceiling side mounting member attached to the ceiling side and a wall surface side mounting member attached to the frame wall 2. Can be constructed.

そして、天井下地材10における野縁15の下面に天井材16を貼り付けると共に、その周囲の隙間Gを覆う見切縁3を躯体壁2の壁面2x,2yに取り付けることで、施工が完了する。   And the ceiling material 16 is affixed to the lower surface of the field edge 15 in the ceiling base material 10, and the construction is completed by attaching the parting edge 3 covering the surrounding gap G to the wall surfaces 2x and 2y of the frame wall 2.

次に図3は、本発明に係る耐震天井の第二の実施の形態を示すものである。   Next, FIG. 3 shows a second embodiment of the earthquake-resistant ceiling according to the present invention.

この第二の実施の形態において上述した第一の実施の形態と異なるところは、充填材4が、最も外側の野縁受け13と、これに対向する躯体壁2のX方向壁面2xに取り付けられた壁側受け材5の間、及び天井下地材10における最も外側の野縁15と、これに対向する躯体壁2のY方向壁面2yに取り付けられた壁側受け材5の間にそれぞれ充填されたことにある。 The second embodiment is different from the first embodiment described above in that the filler 4 is attached to the outermost field receiver 13 O and the X-direction wall surface 2x of the housing wall 2 facing this. Between the wall-side receiving material 5 and between the outermost field edge 15 O of the ceiling base material 10 and the wall-side receiving material 5 attached to the Y-direction wall surface 2y of the frame wall 2 facing this. It is in being filled.

壁側受け材5は、最も外側の野縁受け13と、これに対向する躯体壁2のX方向壁面2xとの距離、あるいは最も外側の野縁15と、これに対向する躯体壁2のY方向壁面2yとの距離が比較的大きい場合などに、充填材4の充填隙間の大きさを調整するスペーサーとして機能するもので、例えば中空の軽量の鋼材などからなるものである。 The wall-side receiving material 5 is the distance between the outermost field edge receiver 13 O and the X-direction wall surface 2x of the opposite body wall 2 or the outermost field edge 15 O and the body wall 2 facing this. It functions as a spacer for adjusting the size of the filling gap of the filler 4 when the distance from the Y-direction wall surface 2y is relatively large, and is made of, for example, a hollow lightweight steel material.

したがって、上記構成の耐震天井1の施工においては、まず上述と同様に格子状の天井下地材10を構築してから、躯体壁2のX方向壁面2xに、最も外側の野縁受け13と対向する壁側受け材5を配置して取り付け、また、躯体壁2のY方向壁面2yに、最も外側の野縁15と対向する壁側受け材5を配置して取り付ける。 Therefore, in the construction of the earthquake-resistant ceiling 1 having the above-described structure, first, the lattice-like ceiling base material 10 is constructed in the same manner as described above, and then the outermost field receiver 13 O is placed on the X-direction wall surface 2x of the frame wall 2. The opposing wall-side receiving material 5 is arranged and attached, and the wall-side receiving material 5 opposite to the outermost field edge 15 O is arranged and attached to the Y-direction wall surface 2 y of the frame wall 2.

そして、最も外側の野縁受け13及び最も外側の野縁15とこれに近接対向する壁側受け材5との間に充填材4を充填し、天井下地材10における野縁15の下面に天井材16を貼り付けると共に、その周囲の隙間Gを覆う見切縁3を躯体壁2の壁面2x,2yに取り付けることで、施工が完了する。 Then, the filler 4 is filled between the outermost field edge receiver 13 O and the outermost field edge 15 O and the wall-side receiving material 5 adjacent to and opposed to the outer edge field edge 15 O, and the lower surface of the field edge 15 in the ceiling base material 10. Attaching the ceiling material 16 to the wall and attaching the parting edge 3 covering the gap G around the ceiling material 16 to the wall surfaces 2x and 2y of the frame wall 2 completes the construction.

なお、上述した各実施の形態では、天井下地材10の外周に沿って配置された野縁受け13及び野縁15を、充填材4の受け材として利用したが、天井下地材10の外周に沿って、例えば溝形鋼や山形鋼を取り付けることによって、これを受け材とすることもできる。 In each of the above-described embodiments, the field edge receiver 13 O and the field edge 15 O arranged along the outer periphery of the ceiling foundation material 10 are used as the receiving material for the filler 4. It can also be used as a receiving material by attaching, for example, channel steel or angle steel along the outer periphery.

1 耐震天井
10 天井下地材
13 野縁受け
13 野縁受け(受け材)
15 野縁
15 野縁(受け材)
16 天井材
2 躯体壁
2x X方向壁面
2y Y方向壁面
3 見切縁
4 充填材
5 壁側受け材
1 Seismic ceiling 10 Ceiling base material 13 Field edge receiver 13 O Field edge receiver (receiving material)
15 Field 15 O Field (receiving material)
16 Ceiling material 2 Frame wall 2x X direction wall surface 2y Y direction wall surface 3 Parting edge 4 Filling material 5 Wall side receiving material

Claims (4)

天井スラブに吊支される天井下地材と、この天井下地材の下面に取り付けられる天井材とを有し、前記天井下地材の外周に沿って取り付けられた受け材と、これに対向する壁面との間に充填材を充填したことを特徴とする耐震天井。   A ceiling base material suspended from the ceiling slab; a ceiling material attached to a lower surface of the ceiling base material; a receiving material attached along an outer periphery of the ceiling base material; and a wall surface facing the receiving material. A seismic ceiling that is filled with a filler. 受け材が、天井下地材における野縁受け又は野縁からなることを特徴とする請求項1に記載の耐震天井。   The earthquake-resistant ceiling according to claim 1, wherein the receiving material comprises a field edge receiver or a field edge in a ceiling base material. 充填材は水平方向への伸縮変形又は塑性変形が可能であることを特徴とする請求項1又は2に記載の耐震天井。   The earthquake-resistant ceiling according to claim 1 or 2, wherein the filler can be stretched or deformed in the horizontal direction or plastically deformed. 壁面に、充填材と当接された壁側受け材を取り付けたことを特徴とする請求項1〜3のいずれかに記載の耐震天井。   The earthquake-resistant ceiling according to any one of claims 1 to 3, wherein a wall-side receiving material in contact with the filler is attached to the wall surface.
JP2013099775A 2013-05-10 2013-05-10 Aseismatic ceiling Pending JP2014218854A (en)

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5821607U (en) * 1981-08-05 1983-02-10 近藤金属工業株式会社 Ceiling panel support edge
JPH0893178A (en) * 1994-09-28 1996-04-09 Toto Ltd Dry execution mounting bearing construction of walling
JP2002061328A (en) * 2000-08-21 2002-02-28 Soken:Kk Ceiling parting edge
JP2006291705A (en) * 2006-07-31 2006-10-26 Taisei Denki Kogyo:Kk Floor joist unit
JP2006322318A (en) * 2006-08-03 2006-11-30 Shimizu Corp Hanging structure of system ceiling and system ceiling
JP2007291761A (en) * 2006-04-26 2007-11-08 Toda Constr Co Ltd Earthquake resistant ceiling structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5821607U (en) * 1981-08-05 1983-02-10 近藤金属工業株式会社 Ceiling panel support edge
JPH0893178A (en) * 1994-09-28 1996-04-09 Toto Ltd Dry execution mounting bearing construction of walling
JP2002061328A (en) * 2000-08-21 2002-02-28 Soken:Kk Ceiling parting edge
JP2007291761A (en) * 2006-04-26 2007-11-08 Toda Constr Co Ltd Earthquake resistant ceiling structure
JP2006291705A (en) * 2006-07-31 2006-10-26 Taisei Denki Kogyo:Kk Floor joist unit
JP2006322318A (en) * 2006-08-03 2006-11-30 Shimizu Corp Hanging structure of system ceiling and system ceiling

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