JP2016056662A - Reinforcement brace connecting metal fitting of suspended ceiling - Google Patents

Reinforcement brace connecting metal fitting of suspended ceiling Download PDF

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JP2016056662A
JP2016056662A JP2014186380A JP2014186380A JP2016056662A JP 2016056662 A JP2016056662 A JP 2016056662A JP 2014186380 A JP2014186380 A JP 2014186380A JP 2014186380 A JP2014186380 A JP 2014186380A JP 2016056662 A JP2016056662 A JP 2016056662A
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steel material
ceiling
brace
side wall
wall plate
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記彦 櫻庭
Norihiko Sakuraba
記彦 櫻庭
鈴木 健司
Kenji Suzuki
健司 鈴木
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a reinforcement brace connecting metal fitting of the suspended ceiling capable of suppressing the occurrence of outer-surface falling in a lower end side joining part of a reinforcement brace.SOLUTION: A reinforcement brace connecting metal fitting 15 of the suspended ceiling is provided for connecting the lower end side of a reinforcement brace 7 to a ceiling backing 6 of assembling a main steel material 1 extended in horizontal one direction T1 and a connection steel material 5 extended in the other direction T2 in a lattice shape, and comprises substantially orthogonally arranged one sidewall plate part 17 and other sidewall plate part 16, and comprises four reinforcement brace connecting metal fitting pieces 18 formed in a substantially L shape. The reinforcement brace connecting metal fitting pieces 18 are respectively installed in four recessed corner parts 20 of arranging the main steel material 1 and the connection steel material 5 in a cross shape by connecting the one sidewall plate part 17 to the main steel material 1 and the other sidewall plate part 16 to the connection steel material 5, and are constituted so as to connect the lower end side of the reinforcement brace 7 to the one sidewall plate part 17 and the main steel material 1 and/or the other sidewall plate part 6 and the connection steel material 5.SELECTED DRAWING: Figure 1

Description

本発明は、吊り天井の補強ブレースを天井下地に接続するための金具に関する。   The present invention relates to a metal fitting for connecting a reinforcing brace of a suspended ceiling to a ceiling base.

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6に示すように、水平の一方向T1に延設された複数のTバー(断面逆T型の支持部材)1と、上端側を上階の床材(上部構造)等に固着し、下端側をTバー1に接続して配設された複数の吊りボルト(吊り部材)2と、隣り合うTバー1に架け渡すように配設されて天井面(天井部3)を形成する天井パネル4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). . The suspended ceiling (suspended ceiling structure) A has a plurality of T-bars (inverted T-shaped support members) 1 extending in one horizontal direction T1, and an upper end side as shown in FIG. A plurality of suspension bolts (suspension members) 2 which are fixed to the floor material (upper structure) on the upper floor and the lower end side is connected to the T-bar 1 and are arranged so as to be bridged between the adjacent T-bars 1. Some have a ceiling panel 4 that is provided and forms a ceiling surface (ceiling portion 3).

また、例えば図7に示すように、複数のTバー(断面逆T型の支持部材)1と、上端を上部構造に固着し、下端側をTバー1に接続して配設された複数の吊り部材2と、隣り合うTバー1に架け渡すように水平の一方向T1に直交する他方向T2に延設されるとともに一方向T1に所定の間隔をあけて配設された断面逆T型の連結Tバー(Tバー)5と、Tバー1と連結Tバー5からなる格子状の天井下地6にビス留めして一体に取り付けられて天井面(天井部3)を形成する天井パネル4とを備えて構成した吊り天井Aが用いられている。   Further, for example, as shown in FIG. 7, a plurality of T bars (inverted T-shaped support members) 1 and a plurality of upper bars fixed to the upper structure and lower ends connected to the T bars 1 are arranged. An inverted T-shaped cross section that extends in the other direction T2 orthogonal to the horizontal one direction T1 so as to span between the suspension member 2 and the adjacent T-bar 1 and is disposed at a predetermined interval in one direction T1. And a ceiling panel 4 that is integrally attached by screwing to a lattice-like ceiling base 6 composed of the T bar 1 and the connecting T bar 5 to form a ceiling surface (ceiling portion 3). Suspended ceiling A is used.

一方、上記の吊り天井Aにおいては、その構造上、地震時に作用する水平力によって横揺れしやすく、この横揺れにより、天井部3の端部が壁や柱、梁などの建物構成部材に衝突し、天井パネル4に破損が生じたり、脱落が生じるおそれがあった。このため、従来、図6、図7に示すように、上部構造などに上端側を接続し、下端側を吊りボルト2や、Tバー1、連結Tバー5などからなる天井下地6に接続して補強ブレース7を設け、天井下地6及び天井パネル4からなる天井部3の地震時の横揺れを抑えるようにしている。   On the other hand, the suspended ceiling A is easy to roll due to the horizontal force acting at the time of the earthquake because of the structure, and the end of the ceiling portion 3 collides with a building component such as a wall, a column, or a beam due to this roll. However, there is a possibility that the ceiling panel 4 is damaged or falls off. For this reason, conventionally, as shown in FIGS. 6 and 7, the upper end side is connected to the upper structure or the like, and the lower end side is connected to the ceiling base 6 composed of the suspension bolt 2, the T bar 1, the connecting T bar 5, and the like. The brace 7 is provided to suppress the rolling of the ceiling portion 3 including the ceiling base 6 and the ceiling panel 4 during an earthquake.

特開2003−13540号公報JP 2003-13540 A 特開2003−138689号公報Japanese Patent Laid-Open No. 2003-138689

しかしながら、上記従来の吊り天井構造Aにおいては、図8に示すように、地震時に外力が作用し、補強ブレース7に軸力が作用するとともに補強ブレース7の下端側の接合部S(補強ブレース接続用金具10)に集中応力が作用し、この接合部Sに微小に面外倒れの変形が生じるケースがあった。   However, in the conventional suspended ceiling structure A, as shown in FIG. 8, an external force acts during an earthquake, an axial force acts on the reinforcing brace 7, and a joint S (reinforcing brace connection) on the lower end side of the reinforcing brace 7 In some cases, concentrated stress acts on the metal fitting 10), and the joint S is slightly deformed to fall out of the plane.

そして、このように接合部Sに面外倒れの変形が生じると、終局ではTバー1(5)の引き抜け(すなわち、Tバー1(5)に天井パネル4を固着するビスの引き抜け)が生じて天井パネル4の落下を招くおそれもある。   When the joint S is deformed so as to fall out of the plane as described above, the T bar 1 (5) is pulled out in the end (that is, the screw for fixing the ceiling panel 4 to the T bar 1 (5) is pulled out). May occur and the ceiling panel 4 may be dropped.

本発明は、上記事情に鑑み、補強ブレースの下端側の接合部に面外倒れが生じることを抑止できる吊り天井の補強ブレース接続用金具を提供することを目的とする。   In view of the above circumstances, an object of the present invention is to provide a reinforcing brace connection fitting for a suspended ceiling capable of preventing the out-of-plane falling at the joint portion on the lower end side of the reinforcing brace.

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.

本発明の吊り天井の補強ブレース接続用金具は、水平の一方向に延設される主鋼材及び他方向に延設される連結鋼材を格子状に組み付けてなる天井下地に補強ブレースの下端側を接続するための吊り天井の補強ブレース接続用金具であって、略直交配置された一側壁板部と他側壁板部とを備えて略L字状に形成された4つの補強ブレース接続用金具片を備え、前記主鋼材と前記連結鋼材が十字状に配されてなる4つの入隅部にそれぞれ、前記一側壁板部を前記主鋼材に、前記他側壁板部を前記連結鋼材に接続して前記補強ブレース接続用金具片を設置するとともに、前記一側壁板部と前記主鋼材に、及び/又は前記他側壁板部と前記連結鋼材に前記補強ブレースの下端側を接続するように構成されていることを特徴とする吊り天井の補強ブレース接続用金具。   The reinforcing brace connecting bracket for a suspended ceiling according to the present invention has a lower end side of the reinforcing brace attached to a ceiling base formed by assembling a main steel material extending in one horizontal direction and a connecting steel material extending in the other direction in a lattice shape. 4. Reinforced brace connecting brackets for suspension ceilings for connection, four reinforcing brace connecting bracket pieces formed in a substantially L shape with one side wall plate portion and another side wall plate portion arranged substantially orthogonal to each other And connecting the one side wall plate portion to the main steel material and the other side wall plate portion to the connection steel material, respectively, in four corners formed by arranging the main steel material and the connecting steel material in a cross shape. The reinforcing brace connecting bracket piece is installed, and is configured to connect a lower end side of the reinforcing brace to the one side wall plate portion and the main steel material and / or to the other side wall plate portion and the connecting steel material. Reinforced blur of suspended ceiling characterized by Connect bracket.

本発明の吊り天井補強用金具においては、主鋼材と連結鋼材が十字状に配されてなる4つの入隅部にそれぞれ略L字状の補強ブレース接続用金具片を設置し、略十字状を呈するように補強ブレース接続用金具が設置される。このため、補強ブレース接続用金具片の一側壁板部と主鋼材に下端側を接続した補強ブレースに軸力が作用して、補強ブレースの下端側の接合部に面外倒れを生じさせる力が作用した場合であっても、この面外倒れを生じさせる力を各補強ブレース接続用金具片の他側壁板部で受けることができる。   In the suspended ceiling reinforcing metal fitting of the present invention, a substantially L-shaped reinforcing brace connecting metal fitting piece is installed in each of the four corners formed by arranging the main steel material and the connecting steel material in a cross shape. Reinforcing brace connection fittings are installed as shown. For this reason, an axial force acts on the reinforcing brace in which the lower end side is connected to the one side wall plate portion of the reinforcing brace connecting metal piece and the main steel material, and there is a force that causes the joint portion on the lower end side of the reinforcing brace to fall out of plane. Even if it acts, the force that causes the out-of-plane tilting can be received by the other side wall plate portion of each reinforcing brace connecting bracket piece.

これにより、地震時に補強ブレースに軸力が作用し、補強ブレースの下端側の接合部に集中応力が作用した場合であっても、この接合部に微小に面外倒れの変形が生じることを防止できる。   As a result, even if an axial force acts on the reinforcement brace during an earthquake and concentrated stress acts on the joint on the lower end side of the reinforcement brace, it is possible to prevent this joint from undergoing slight out-of-plane deformation. it can.

よって、補強ブレースの下端側の接合部に面外倒れの変形が生じて、主鋼材(Tバー)に引き抜け、すなわち、主鋼材に天井パネルを固着するビスの引き抜けが生じて天井パネルの落下を招くおそれを確実に解消することが可能になる。   Therefore, the joint part on the lower end side of the reinforcing brace is deformed to fall out of the plane and pulled out to the main steel material (T bar), that is, the screw for fixing the ceiling panel to the main steel material is pulled out, and the ceiling panel It is possible to reliably eliminate the risk of falling.

本発明の一実施形態に係る吊り天井の補強ブレース接続用金具を用いて補強ブレースの下端側を接続した接合部を示す斜視図である。It is a perspective view which shows the junction part which connected the lower end side of the reinforcement brace using the metal fitting for reinforcement brace connection of the suspended ceiling which concerns on one Embodiment of this invention. 本発明の一実施形態に係る吊り天井の補強ブレース接続用金具を用いて補強ブレースの下端側を接続した接合部を示す平面図である。It is a top view which shows the junction part which connected the lower end side of the reinforcement brace using the bracket for reinforcement brace connection of the suspended ceiling which concerns on one Embodiment of this invention. 本発明の一実施形態に係る吊り天井の補強ブレース接続用金具を示す平面図である。It is a top view which shows the bracket for reinforcement brace connection of the suspended ceiling which concerns on one Embodiment of this invention. 図3のX1−X1線矢視図であり、本発明の一実施形態に係る吊り天井の補強ブレース接続用金具を示す側面図である。FIG. 4 is a side view taken along line X1-X1 in FIG. 3 and shows a reinforcing brace connecting bracket for a suspended ceiling according to an embodiment of the present invention. 図3のX2−X2線矢視図であり、本発明の一実施形態に係る吊り天井の補強ブレース接続用金具を示す側面図である。FIG. 4 is a side view taken along line X2-X2 in FIG. 3 and shows a reinforcing brace connecting bracket for a suspended ceiling according to an embodiment of the present invention. 従来の吊り天井構造を示す天井裏側からの斜視図である。It is a perspective view from the ceiling back side which shows the conventional suspended ceiling structure. 従来の吊り天井構造を示す天井裏側からの斜視図である。It is a perspective view from the ceiling back side which shows the conventional suspended ceiling structure. 従来の補強ブレースの下端側接合部を示す斜視図である。It is a perspective view which shows the lower end side junction part of the conventional reinforcement brace.

以下、図1から図5、図7を参照し、本発明の一実施形態に係る吊り天井の補強ブレース接続用金具について説明する。   Hereinafter, with reference to FIG. 1 to FIG. 5 and FIG. 7, a reinforcing brace connecting bracket for a suspended ceiling according to an embodiment of the present invention will be described.

はじめに、本実施形態の吊り天井構造(吊り天井)Aは、図1、図2(図7参照)に示すように、水平の一方向T1に延設され、一方向T1に直交する他方向T2に所定の間隔をあけて配設される複数のTバー(断面逆T型の主鋼材)1と、上端を上部構造に固着し、下端側をTバー1に接続して配設された複数の吊りボルト2と、他方向T2に延び、隣り合うTバー1に架け渡して連結し、一方向T1に所定の間隔をあけて配設される複数の断面逆T型の連結Tバー(連結鋼材)5と、天井下地6にビス留めして一体に取り付けられて天井面(天井部3)を形成する天井パネル4とを備えて構成されている。   First, as shown in FIG. 1 and FIG. 2 (see FIG. 7), the suspended ceiling structure (suspended ceiling) A of the present embodiment extends in one horizontal direction T1, and extends in the other direction T2 perpendicular to the one direction T1. A plurality of T-bars (inverted T-shaped main steel material) 1 disposed at predetermined intervals, and a plurality of T-bars having upper ends fixed to the upper structure and lower ends connected to the T-bars 1. A plurality of inverted T-shaped connection T bars (connections) that extend in the other direction T2, span over adjacent T bars 1, and are arranged at predetermined intervals in one direction T1. (Steel material) 5 and a ceiling panel 4 which is screwed to the ceiling base 6 and attached integrally to form a ceiling surface (ceiling portion 3).

また、Tバー1と連結Tバー5、すなわち、格子状に組み付けられた鋼材によって天井下地6が構成されている。   Further, the ceiling base 6 is composed of the T bar 1 and the connecting T bar 5, that is, a steel material assembled in a lattice shape.

さらに、補強ブレース7は、補強ブレース接続用金具15を用いて、天井下地6に接続して設けられている。このとき、本実施形態では、一方向T1に一対の補強ブレース7がV型を呈するように並設されている。   Further, the reinforcing brace 7 is provided by being connected to the ceiling base 6 using a reinforcing brace connection fitting 15. At this time, in this embodiment, the pair of reinforcing braces 7 are arranged side by side so as to exhibit a V shape in one direction T1.

また、吊りボルト2は、吊り部材接続用金具11を介して天井下地6のTバー1に下端側を接続して設けられ、天井下地6を吊り下げ支持している。   In addition, the suspension bolt 2 is provided by connecting the lower end side to the T bar 1 of the ceiling base 6 via the suspension member connection metal fitting 11 and supports the ceiling base 6 in a suspended manner.

さらに、天井下地6の下面に、例えば直貼岩綿吸音板のような軽量の天井パネル4が、ビス8を下側からこの天井パネル4、天井下地6に貫通させて固設されている。このように複数の天井パネル4を天井下地6に取り付けることで天井面が形成されている。   Further, a lightweight ceiling panel 4 such as a directly-attached rock wool sound absorbing board is fixed on the lower surface of the ceiling base 6 with a screw 8 penetrating from the lower side to the ceiling panel 4 and the ceiling base 6. In this way, the ceiling surface is formed by attaching the plurality of ceiling panels 4 to the ceiling base 6.

そして、上記のような補強ブレース接続用金具15を用いて補強ブレース7が天井下地6に固着され、さらに吊り部材接続用金具11を用いて吊りボルト2が天井下地6に固着されているため、地震が発生した際に、天井慣性力(水平力)が天井下地6を通じて補強ブレース7に伝達されることになる。   Since the reinforcing brace 7 is fixed to the ceiling base 6 using the reinforcing brace connecting metal 15 as described above, and the suspension bolt 2 is fixed to the ceiling base 6 using the hanging member connecting metal 11, When an earthquake occurs, the ceiling inertia force (horizontal force) is transmitted to the reinforcement brace 7 through the ceiling base 6.

一方、本実施形態の吊り天井の補強ブレース接続用金具15は、図1から図5に示すように、略直交配置された一側壁板部17と他側壁板部16とを備えて略L字状に形成された4つの補強ブレース接続用金具片18から構成されている。   On the other hand, as shown in FIGS. 1 to 5, the suspended brace reinforcing bracket 15 for the suspended ceiling according to the present embodiment is provided with one side wall plate portion 17 and another side wall plate portion 16 arranged substantially orthogonally, and is substantially L-shaped. It is comprised from the metal piece 18 for four reinforcement brace connection formed in the shape.

また、本実施形態の補強ブレース接続用金具片18は、一側壁板部17と他側壁板部16の接続部分に、一側壁板部17に直交して他側壁板部16に沿って延び、さらに直交して延びて他側壁板部16に繋がる出隅部19を備えて略L字状に形成されている。   Further, the reinforcing brace connecting metal piece 18 of the present embodiment extends along the other side wall plate part 16 at a connection portion between the one side wall plate part 17 and the other side wall plate part 16, orthogonal to the one side wall plate part 17, Furthermore, it has a protruding corner portion 19 that extends perpendicularly and is connected to the other side wall plate portion 16, and is formed in a substantially L shape.

そして、Tバー1と連結バー5が十字状に配されてなる4つの入隅部20にそれぞれ、一側壁板部17をTバー1に、他側壁板部16を連結バー5にビス止めするなどして接続して補強ブレース接続用金具片18を設置する。また、このとき、互いに隣設する補強ブレース接続用金具片18の一側壁板部17同士の間、他側壁板部16同士の間にスペーサ21が介設される。これにより、略十字状を呈するように補強ブレース接続用金具15が設置される。
なお、スペーサ21は補強ブレース接続用金具片18の一側壁板部17及び/又は他側壁板部16に予め一体に設けられていてもよい。
Then, at one of the four corners 20 in which the T bar 1 and the connecting bar 5 are arranged in a cross shape, the one side wall plate portion 17 is screwed to the T bar 1 and the other side wall plate portion 16 is screwed to the connecting bar 5. Then, the reinforcing brace connecting metal piece 18 is installed. At this time, the spacers 21 are interposed between the one side wall plate portions 17 of the reinforcing brace connecting metal piece 18 adjacent to each other and between the other side wall plate portions 16. As a result, the reinforcing brace connection fitting 15 is installed so as to have a substantially cross shape.
In addition, the spacer 21 may be integrally provided in advance on the one side wall plate portion 17 and / or the other side wall plate portion 16 of the reinforcing brace connecting metal piece 18.

また、本実施形態では、このように4つの補強ブレース接続用金具片18を設置すると、各補強ブレース接続用金具片18の一側壁板部17と他側壁板部16の接続部分に形成された出隅部19によってTバー1と連結バー5の十字状の交差部を囲繞する連通空間が形成される。   Further, in this embodiment, when the four reinforcing brace connecting bracket pieces 18 are installed in this way, the reinforcing brace connecting bracket pieces 18 are formed at the connecting portions of the one sidewall plate portion 17 and the other sidewall plate portion 16. A communication space that surrounds the cross-shaped intersection of the T bar 1 and the connecting bar 5 is formed by the protruding corner 19.

これにより、本実施形態では、この連通空間を通じて、吊りボルト2を接続するための吊り部材接続用金具11の下端側をTバー1に接続し、連通空間から上方に突出した吊り部材接続用金具11の上端側に吊りボルト2の下端部を接続することができる。   Thereby, in this embodiment, the lower end side of the suspension member connection bracket 11 for connecting the suspension bolt 2 is connected to the T-bar 1 through this communication space, and the suspension member connection bracket protruding upward from the communication space. 11 can be connected to the lower end of the suspension bolt 2.

一方、このように補強ブレース接続用金具片18を設置するとともに、一側壁板部17とTバー1に補強ブレース7の下端側を接続する。
なお、補強ブレース接続用金具片18の他側壁板部16と連結バー5に補強ブレース7の下端側を接続してもよい。
On the other hand, the reinforcing brace connecting metal piece 18 is installed in this way, and the lower end side of the reinforcing brace 7 is connected to the one side wall plate portion 17 and the T bar 1.
The lower end side of the reinforcing brace 7 may be connected to the other side wall plate portion 16 and the connecting bar 5 of the reinforcing brace connecting metal piece 18.

そして、上記のように構成した本実施形態の吊り天井の補強ブレース接続用金具15及びこれを備えた吊り天井構造Aにおいては、Tバー1と連結バー5が十字状に配されてなる4つの入隅部20にそれぞれ略L字状の補強ブレース接続用金具片18を設置し、略十字状を呈するように補強ブレース接続用金具15が設置されている。   And, in the suspended ceiling reinforcing brace connecting bracket 15 and the suspended ceiling structure A provided with the suspension ceiling 15 of the present embodiment configured as described above, the T bar 1 and the connecting bar 5 are arranged in a cross shape. Reinforcing brace connecting metal pieces 15 are installed in the corners 20 so as to have a substantially L-shaped reinforcing brace connecting metal piece 18 and have a substantially cross shape.

このため、地震が発生し、補強ブレース7に軸力が作用して補強ブレース7の下端側を接続した各補強ブレース接続用金具片18の一側壁板部17に面外倒れを生じさせる力が作用した場合であっても、この面外倒れを生じさせる力が各補強ブレース接続用金具片18の他側壁板部16で受け止められる。   For this reason, an earthquake occurs and an axial force acts on the reinforcing brace 7 to cause a force that causes the one side wall plate portion 17 of each reinforcing brace connecting metal piece 18 connecting the lower end side of the reinforcing brace 7 to fall out of plane. Even if it acts, the force that causes this out-of-plane tilting is received by the other side wall plate portion 16 of each reinforcing brace connecting bracket piece 18.

これにより、従来のように地震時に補強ブレース7に軸力が作用し、補強ブレース7の下端側の接合部Sに集中応力が作用した場合であっても、この接合部Sに微小に面外倒れの変形が生じることがない。   Thus, even when an axial force acts on the reinforcing brace 7 during an earthquake and a concentrated stress acts on the joint S on the lower end side of the reinforcing brace 7 as in the conventional case, the joint S is slightly out of plane. There will be no deformation of falling.

したがって、本実施形態の吊り天井の補強ブレース接続用金具15及び吊り天井構造Aにおいては、補強ブレース接続用金具片18の一側壁板部17とTバー1に下端側を接続した補強ブレース7に軸力が作用して、補強ブレース7の下端側の接合部Aに面外倒れを生じさせる力が作用した場合であっても、この面外倒れを生じさせる力を各補強ブレース接続用金具片18の他側壁板部16で受けることができる。   Therefore, in the suspended ceiling reinforcing brace connecting bracket 15 and the suspended ceiling structure A of the present embodiment, the reinforcing brace 7 having the lower end connected to the one side wall plate portion 17 and the T bar 1 of the reinforcing brace connecting bracket piece 18 is used. Even when a force that causes an out-of-plane tilt is applied to the joint A on the lower end side of the reinforcing brace 7 due to an axial force, the force that causes the out-of-plane toppling is applied to each reinforcing brace connecting bracket piece. 18 can be received by the other side wall plate portion 16.

これにより、地震時に補強ブレース7に軸力が作用し、補強ブレース7の下端側の接合部Sに集中応力が作用した場合であっても、この接合部Sに微小に面外倒れの変形が生じることを防止できる。   As a result, even when an axial force acts on the reinforcing brace 7 during an earthquake and a concentrated stress acts on the joint S on the lower end side of the reinforcing brace 7, the joint S undergoes a slight out-of-plane deformation. It can be prevented from occurring.

よって、補強ブレース7の下端側の接合部Sに面外倒れの変形が生じて、Tバー1に引き抜け、すなわち、Tバー1に天井パネル4を固着するビスの引き抜けが生じて天井パネル4の落下を招くおそれを確実に解消することが可能になる。   Therefore, the joint S on the lower end side of the reinforcing brace 7 is deformed to fall out of the plane and pulled out to the T bar 1, that is, the screw for fixing the ceiling panel 4 to the T bar 1 is pulled out, and the ceiling panel The possibility of incurring the fall of 4 can be reliably eliminated.

以上、本発明に係る吊り天井の補強ブレース接続用金具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。   The embodiment of the bracket for reinforcing brace connection for a suspended ceiling according to the present invention has been described above, but the present invention is not limited to the above embodiment, and can be appropriately changed without departing from the spirit of the present invention. is there.

例えば、本実施形態では、補強ブレース接続用金具15を用いてV型を呈するように一方向T1に並設された一対の補強ブレース7を天井下地に接続するように図示、説明を行った。
これに対し、レ型を呈するように配設された1本の補強ブレース7を接続する場合、また、一方向T1及び他方向T2にそれぞれ一対の補強ブレース7を並設し、平面視で十字状を呈するように配設した4本の補強ブレース7を接続する場合においても、勿論、補強ブレース接続用金具15を用いることができる。そして、これらの場合においても、本実施形態と同様に面外変形を抑えることが可能である。
For example, in the present embodiment, the pair of reinforcing braces 7 arranged in parallel in one direction T <b> 1 so as to exhibit a V shape using the reinforcing brace connecting metal fitting 15 is illustrated and described.
On the other hand, when connecting one reinforcing brace 7 arranged so as to exhibit a reticular shape, a pair of reinforcing braces 7 are juxtaposed in one direction T1 and the other direction T2, respectively. In the case of connecting the four reinforcing braces 7 arranged so as to exhibit a shape, the reinforcing brace connecting metal fitting 15 can be used as a matter of course. In these cases, out-of-plane deformation can be suppressed as in the present embodiment.

1 Tバー(主鋼材)
2 吊りボルト(吊り部材)
3 天井部
4 天井パネル
5 連結Tバー(連結鋼材)
6 天井下地
7 補強ブレース
10 従来の補強ブレース接続用金具
11 吊り部材接続用金具
15 補強ブレース接続用金具
16 他側壁板部
17 一側壁板部
18 補強ブレース接続用金具片
19 出隅部
20 入隅部
21 スペーサ
A 従来の吊り天井構造
S 補強ブレースの下端側の接合部
T1 一方向
T2 他方向
T3 上下方向
1 T bar (main steel)
2 Suspension bolt (suspending member)
3 Ceiling part 4 Ceiling panel 5 Connection T bar (connection steel)
6 Ceiling base 7 Reinforcement brace 10 Conventional reinforcement brace connection bracket 11 Hanging member connection bracket 15 Reinforcement brace connection bracket 16 Other side wall plate portion 17 One side wall plate portion 18 Reinforcement brace connection bracket piece 19 Outlet corner portion 20 Corner Part 21 Spacer A Conventional suspended ceiling structure S Joint T1 on the lower end side of the reinforcing brace One direction T2 Other direction T3 Vertical direction

Claims (1)

水平の一方向に延設される主鋼材及び他方向に延設される連結鋼材を格子状に組み付けてなる天井下地に補強ブレースの下端側を接続するための吊り天井の補強ブレース接続用金具であって、
略直交配置された一側壁板部と他側壁板部とを備えて略L字状に形成された4つの補強ブレース接続用金具片を備え、
前記主鋼材と前記連結鋼材が十字状に配されてなる4つの入隅部にそれぞれ、前記一側壁板部を前記主鋼材に、前記他側壁板部を前記連結鋼材に接続して前記補強ブレース接続用金具片を設置するとともに、前記一側壁板部と前記主鋼材に、及び/又は前記他側壁板部と前記連結鋼材に前記補強ブレースの下端側を接続するように構成されていることを特徴とする吊り天井の補強ブレース接続用金具。
It is a bracket for connecting brace reinforcement for suspended ceilings to connect the lower end of the reinforcement brace to the ceiling base made by assembling the main steel material extending in one horizontal direction and the connecting steel material extending in the other direction in a grid pattern. There,
Comprising four reinforcing brace connecting bracket pieces formed in a substantially L shape with one side wall plate portion and another side wall plate portion arranged substantially orthogonally;
The reinforcing brace is formed by connecting the one side wall plate portion to the main steel material and the other side wall plate portion to the connection steel material at four corners formed by arranging the main steel material and the connecting steel material in a cross shape. It is configured to connect the lower end side of the reinforcing brace to the one side wall plate portion and the main steel material and / or to the other side wall plate portion and the connecting steel material while installing the connecting metal piece. Reinforced brace fitting for hanging ceiling.
JP2014186380A 2014-09-12 2014-09-12 Reinforcement brace connecting metal fitting of suspended ceiling Pending JP2016056662A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220086352A (en) * 2020-12-16 2022-06-23 서울대학교산학협력단 Friction Damping Device To Improve The Seismic Performance Of The Ceiling System

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04189948A (en) * 1990-11-26 1992-07-08 Naka Ind Ltd Ceiling structure
US20060096219A1 (en) * 2004-09-07 2006-05-11 Ingratta Anthony D Seismic perimeter clip for suspended ceiling grid
JP2011140749A (en) * 2010-01-05 2011-07-21 Kirii Construction Materials Co Ltd Ceiling brace mounting fitting

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04189948A (en) * 1990-11-26 1992-07-08 Naka Ind Ltd Ceiling structure
US20060096219A1 (en) * 2004-09-07 2006-05-11 Ingratta Anthony D Seismic perimeter clip for suspended ceiling grid
JP2011140749A (en) * 2010-01-05 2011-07-21 Kirii Construction Materials Co Ltd Ceiling brace mounting fitting

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220086352A (en) * 2020-12-16 2022-06-23 서울대학교산학협력단 Friction Damping Device To Improve The Seismic Performance Of The Ceiling System
KR102564927B1 (en) * 2020-12-16 2023-08-08 서울대학교산학협력단 Friction Damping Device To Improve The Seismic Performance Of The Ceiling System

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